310049_HISTORICAL_20171231

2 19
NUH f H UAHUL{NA
Department of Environmental Qual

4
Nutrient Management Plan For Animal Waste Utilization
04-30-2013
This plan has been prepared for:
Hoof Hock & Claw SoiisF40149
Alin. Edit,ard Dail Hoof, Hock & Claty
825 NC 24 East
Kenansville, NC 28349
910-296-1017
This plan has been developed by:
Billy W Hairston
Dupl in Soil & Water
165 Agriculture Drive
Smite B
Kenansville, NC 28349
910-296-2120 Ex.3
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan,
Z Ix- L"-
Signature (owner) Date.
Signature (manager or producer) pate
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
r
Plan Approved By: q^/ q�
�i0 113
Technical Specialist Signature
Date
--------------------------------------------------------•----•-------------------------------------- ........ ...........................
905170 Database Version 3.1 Date Printed: 04-30-2013 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S9
Swine Farrowing-Weanling Lagoon Liquid waste generated 4,292,020 gals/year by a
1,340 animal Swine Farrowing-Weanling Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
6623
Incorporated
11375
Injected
t2527
Irrigated
7199
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
7,199
9374
-2,175
5,143,584
-851,564
Year 2
7,199
9746
-2,547
5,340,656
-1,048,636
-------- In ;s--ource--,-- -, I-D- , - S --- me --• .ans......stan.....ar..d.source.... .. , U •--- --m----eans----user------de---fi--ne---d----source. .- ----- ---....--•------------ ------------------------------
Note: sd...
* Max. Available PAN is calculated on the basis of the actual application method(s) identified hi the plan for this source.
905170 Database Version 3.1 Date Printed: 04-30-2013 Source Page 1 of I

Narrative
This WUP is written based on a field calibration and wettetable acres footprint done by Star
Maready/Jackson(see attached).
Pivot#1 has been divided into two(2) sections, IA and IB. Mr Dail plans to follow the cropping rotation
as outlined in this WUP. The irrigated acres used are based on ARC -VIEW measurements of the system
as operated by Mr Dail. The smallgrain in this WUP will be used for winter grazing, with the WUP table
shoeing a total of 501bs/Nac that may be applied on the winter grain crop. Any smallgrain residue will
be bailed and removed from the fields. As near as practical No-Ti1VMinimuni-Till practices to be
followed during planting to aid in erosion control on the existing fields. With the rotation as written Mr
Dail may keep a continous Corn rotation or substitute Soybeans any year desired.
------------------------------------•---..................---.---...........................---.....................--........-.....---.........-----.....
905170 Database Version 3.1 Date Printed: 04-30-2013 Narrative Page I of 1

The table shown below provides a Summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where avai lable.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
3860
lA
21.25
21.25
NIA
Norfolk
Com, Grain
115 bu.
Small Grain Overseed
1.0 Tons
Soybeans, Manured, Double Crop
35 bu.
3860
lB
21.25
21,25
N/A
Norfolk
Com, Grain
115bu.
Smalt Grain Ovemed
1.0 Tolls
Soybeans, Manured, Doable Crop
35 bu.
3860
2
13A0
13.00
NIA
Craven
Com, Grain
115 bu.
Small Grain Overseed
1.0 Tons
Soybeans, Manured, double Crop
34 bu.
PLAN TOTALS: 55.50 55.50
Ll
Potential Leachit!&
Technical Guidance
Low potential to contribute to soluble
None
2
nutrient leaching below file root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other consmation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Lang -Term No -Till (778), and edge -of -field practicessuch as Filter Strips (393) and
Riparian Forest Buffers (391).
905170 Database Version 3.1 Date Printed 4/30/2013
PCs Page 1 of 1
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year l
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Revd
Obs/A)
Comm
Fert,
Nutrient
Applied
abs/A)
Res.
Qbs/A)
Applic,
Method
Manure
PA
Nutrient
Applied
0WA)
Liquid
ManureA
pp&ed
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
ga1/A
Tons
1000 gals
tons
3860
IA
S9
Norfolk
21.25
21.25
Cam. Grain
115 bu.
2115-6/30
131
0
010
Irrig.
121
72.14
0.00
1.532.93
0.00
3860
IA
S9
Norfolk
21 Z
21.25
Small Grain Oversced
1.0 Tons
10/1-3131
0100
0
0
Irrig.
50
29.81
UO
633.44
0.0
3860
1B
S9
Norfolk
2125
21.25
Corn, Grain
115bu:
2/15-6/30
131
0
*10
brig.
121
72.1
0.00
1-532.93
0.00
3860
1B
S9
Norfolk-
21.25
21.25
Small Grain Overseed
1.0 Tons
10/1-3/3I
*100
0
0
Irrie-
5O
29.81
0.00
633.44
0.00
3860
2-
S9
Craven
13.D0
13.00
Com, Grain
115 bu.
2115.6/30
122
0
*10
irrig.
112
66.77
0.00
560.58
0.00
3860
2
S9
raven
13.00
13.00
Small Grain Overseed
1.0 Tons
10/1-3/31
*i00
0
0
brig
50
29.81
0.00
250.26
0.00
Total Applied, 1000 gallons
5.143.58
Total Produced. 1000 gallons
4-292.0
Balance, 1000 gallons
-851.56
Total Applied, tons
:
0.0
Total Produced tons
-/
0.00
Balance, tons
0.00
Notes: 1. In the tract column, -- symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
905I70 Database Version 3.1 Date ]Printed: 4/30/2013 WUT Page 1 of 2

Waste Utilization Table
Year 2
Traci
Field
Source
ID
Soil Series
Total
Acres
Use,
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Rajd
Obs/A)
Comm
Fert.
Nutrient
Applied
(ibs/A)
Res.
(lbs/A)
Applic•
MaW
Manure
PA
Nutrient
Applied
0WA)
Liquid
ManureA
ppU d
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applies{
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
3860
IA
S9
Norfolk
21.25
21.25
Small Grain Overseed
1.0 Tons
1011-3/31
*100
0
0
brig.
50
29.81
0.00
633.44
0.00
3860
lA
S9
Norfolk
21.25
21.25
Soybeans, Manured, Double Crop
35 bu,
411-9115
137
0
*10
Irris.
127
75.72
0.00
1,608.94
0.00
3860
113
S9
Norfolk
21.25
21.25
Small Grain Overseed
1,0 Tons
1011 3131
*100
0
0
brig.
50
29.81
0.00
633.44
0.00
3860
1 B
S9
Norfolk
21 Z
21.25
Soybeans, Manured, Double Crop
35 bu.
411-9115
137
0 1
* 10
1 Irrig
127
75.72
0.00
1,609.94
0.00
3860
2
S9
IQ..
13.00
13.00
Srng Grain Ovmeed
1.0 Tons
1011-3/31
*100
0
0
brig.
50
29,81
0,00
250.26
0.00
3860
2
S9
ven
13.00
I3.00
Soybeans, Manured, Double Crop
34 bu-
4/1-9/15
131
0
*10
Lsig
121
72.14
0.00
605.63
0.00
Total Applied 1000 gallons
5.340.66
Total Produced, 1000 gallons
4.292.02
r
Balance. 1000 gallons
-1-048-64
Total Applied, tons
';
0.00
Total Produced, tons
<'; :
0.00
Balance, tons
4.00
Notes: 1. 1n the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
905170 Database Version 3.1 Date Printed: 4/30/2013 WUT Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must applyat a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Itxigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/llour)
Application Amount
(inclies)
3860
]A
Norfolk
0.50
1.0
3860
1 1B
Norfolk
0.50
i 1.0
3860
1 2
ICraven
0.40
11.0
905170 Database Version 3.1 Date Printed 4/30/2013 1AF Page 1 of 1
NOTE: Symbol s weans user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of die number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number ofanitnals in the facility and the plant available nitrogen application
rates shown in the second column
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the cffluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. Inmost cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximurn
PA-N Rate
Iblac
Maximum Sludge
Application Rate
1000 gallac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge - Standard
Corn 120 bu
150
13.16
39.71
79.41
119.12
Hay 6 tan R. Y.li.
300
26.32
19.95
39.7E
59.56
Soybcan 40 bu
160
14.04
37.22
74.45
111,67
---- ----- ------•------------------------------I--------------------------------------------------------------------- -------------------------------•--
905170 Database Version 3.1 Date Printed: 04-30-2013 Sludge Page I of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or eq ual to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste uti lization plant is inconsistent with the structure's temporary storage capacity.
Available Waste Storaec CanacitV
Source hlanie
Swine arrowing-Weanling Lagoon Liquid
Design Storage Ca acit Days)
Start Date
10/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
58
1
2
922
1
3
123
l
4
155
1
5
180
1
6
180
1
7
149
1
8
I18
1
9
88
1
10
93
1
11
99
1
12
125
2
1
130
2
2
138
2
3
164
2
4
180
2
5
Bo
2
6
180
2
7
180
2
8
180
2
9
180
2
10
149
2
11
119
2
12
88
* Available Storage Capacity is calculated as of the end of each month.
............... -- -..... ...--...... -- ..... .
905170 Database Version 3.1 Date Printed: 04-30-2013 Capacity Page 1 of

Required Specifications For Animal Waste Management
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 that 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/site 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 thewaste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving 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 by 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).
.... -------------------------------------- ........... ------------------------------------------------- .-.........-----------
905170 Database Version 3.1 Date Printed: 4/30/2013 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
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 that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the Iandowner.
14. Waste shall be applied in a manner not to reach other property and
public right -of -ways.
......------------------------------------------ --------------------------------------------------- ....... .......---...---------------------------
90S 170 Database Version 3.1 Date Printed: 4/30/2013 Specification Page 2

15. Animal wastes hall not be discharged into surface waters, drainage8vays,
or wetlands by a 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.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and ,
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Anima I waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
...-.....-----------------------------..-.......-------------------------------------................---------------------------------------------------
905170 Database Version 3.1 Date Printed: 4/30/2013 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where rvaste 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
soils 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 five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations. .
-----------------------------------------------------------..... ........... ........................... ... ........... ........ ............... .............
905170 Database Version 3.1 Date Printed: 4/30/2013 Specification Page 4

Crop Notes
The following crop note applies to field(s): 2
Corn I: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information froin private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 Ibs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): IA, I
Corn: CP, Mineral Soil, medium leaching
hi the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the Hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium reconmiended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded pliosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbslacre N and 20-30 Ibslacre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 2
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 112 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 Ibslacre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of Febroary-March.
.... ............................................. ....... .. .......... -----------------------------------g-------------
905170 Database Version 3.1 Date Printed: 04-30-2013 CropNote Page I of 2

The following crop note applies to field(s): IA, 113
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 busliels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depot control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 2
Double -Crap Soybeans, Coastal Plain: Mineral Soil, low -leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw -to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 I/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): 1 A, 113
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 Ibs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
-------------------------------------------------------------------------------------------------- -------------------------------•----.....--..-.-..-
905170 Database Version 3.1 Date Printed: 04-30-2013 Crop Note Page 2 of 2

Nutrient Management Plan For Animal Waste Utilization
04-30-2013
This plan has been prepared for:
Hoof Hock & Clati, 5-12F40149
Attn, Edivard Dail Hoof, Hock & Clmv
825 NC 24 East
Kenansville, NC 28349
910-296-1017
This plan has been developed by:
Billy W Houston
Duplin Soil & Water
165 Agriculture Drive
Suite B
Kenansville, NC 28349
910-296-2120 Ex.3
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above, I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Mj
O
Signature (ow er) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: Q�' �
Technical Specialist Signature Date
---------------------------------------------------------.-..........-..........------------ ---....----- • --------------------------------------
781021 Database Version 3.1 Date Printed: 04-30-2013 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 4,922,370 gals/year by a 5,3 10
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
11337
Incorporated
19471
Injected
21442
irrigated
12323
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
12,323
14193
-1,870
8,708,813
-3,786,443
Year 2
12,323
14691
-2,368
9,014,386
-4,092,0I6
--------------------------------------------------------------------------------------------------------------------------------------------------------.
Note: In source 1D, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
78102I Database Version 3.1 Date Printed: 04-30-2013 Source Page r of 1

Narrative
The smallgrain in this WUP will be used for winter grazing, with the WUP table showing a total of
50lbs/Nac that may be applied on the winter grain crop. Any smallgrain residue remaining in the Spring
will be bailed and removed from the fields. As near as practical No-Till/Mininium -Till practices to be
followed during planting to aid in erosion control on the existing fields. With this rotation as written Mr
Dail may keep a continous Corn rotation or substitute Soybeans any year desired
-------------•-------------------------------------------------------------....---------------------------..--------
781021 Database Versioji 3.1 Date Printed: 04-30-2013 Narrative Page l of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Plaruied Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
1879
pot-X
44.50
44.50
N/A
NEW11011,
Corn, Grain
115 bu.
Small Grain DYCrSecd
1.0 Tons
Soybeans, Manured, Double Crop
35 bu.
1879
Prl-Y
38.50
38.50
N/A
Norfolk
Corn, Grain
115 bu.
Small Grain Overseed
1.0 Tons
Soybeans, Mamned, Double Crop
35 bu.
PLAN TOTALS: 83.00 83.00
LI
Potential Leaching
Technical Guidance
Low potential to contribute to soluble
None
< 2
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
781021 Database Version 3.1 Dato Printcd 4/30/2013
PCs Page I of 1
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields ofthe crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
Tract
Field
source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Regd
aWA)
Comm
Pelt.
Nutrient
Applied
0bs/A)
Res.
Obs/A)
Applic,
Method
Manure
PA
Nutrient
Applied
(IWA)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gd/A
Tons
1000 gals
tons
1879
pvt-X
S7
Norfolk
44.50
44.50
Corn. Grain
115bu
2/15-6/30
131
0
*10
brig.
121
48.33
0.00
2,150.79
0,00
1879
pvt-X
S7
Norfolk
44.50
44.50
Small Grain Overseed
1.0 Tons
10/1-3/31
*100
0
0
Irrig.
50
19.97
0.00
888.76
0.00
1879
Pvt-Y
S7
Norfolk
38.50
38.50
Corn, Grain
115 bu.
2/15-6/30
131
0
* 10
Irrig,
1211
48.33
0.00
1,860.80
0.00
1379
Pvt-Y
S7
orfolk
38.50
38.50
Small Grain Overseed
1.0 Tons
10/1-3/3l
*100
0
0
brig.
50
19.97
0.00
769.92
0.0
Total Applied, 1000 gallons
5.669.27
Total Produced. t000 gallons
4.922.37-
Baiance, 1000 gallons
-746.90
Total Applied, tons
;;:z;:';i
0.00
Total Produced tons
:'E; ::'r; '
0.00
Balance, tons
'r ;,,:: , ;
0.00
Notes: 1. In the tract column, -- symbol means leased, otherwise; owned. 2. Symbol * means user entered data.
781021 Database Version 3.1 Date Printed: 4/30/2013 WUT Page 1 of 2

Waste Utilization Table
Year 2
Tract
Field
Source
ID
I Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
OWA)
Cornm
Fert.
Nutrient
Applied
(lbs/A)
Res,
Obs/A)
Applic,
Method
Manure
PA
Nutrient
Applied
Obs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Appled
(Field)
Solid
Ma -lure
Applied
(Field)
T
N
N
N
IODO
gal/A
Tans
1000 gals
tons
1879
pvt-X
S7
Norfolk
44.50
44.50
Small Grain Oversccd
1.0 Tons
1011-381
*100
0
0
Irrig.
50
19.97
0.00
888.76
0.00
1879
pvt-X
$7
Norfolk
44.50
44.50
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
*10
Irrig.
127
50,73
0.00
2.257,44
0.00
1879
Pvt-Y
S7
Norfolk
38.50
38.50
Small Grain Ovcrsced
1.0 Tons
1011-3/31
*100
0
0
Ircig,
50
19.97
0.00
768.92
0.00
1879
Pvt-Y
S7
INorfolk
38.50
38.30Soybeans,Manured,
Double Crop
35bu.
4/1-9/15
137
0
*10
lrrig.
127
50.73
0,00
1,953.07
0.00
Total Applied. 1000 gallons
5,868.19
s
Total Produced 1000 gallons
4,922.37
Balance, 1000 gallons
-945.82
Total Applied, tons
€<' _ ....:...
0.00
Total Produced, tons
0.00
Balance, tons
'
0.00
Notes: 1. In the tract column, -- symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
781021 Database Version 3.1 Date Pritlted: 4/30/2013 WUC Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soi Is. If applying waste nutrients through an irrigation system, you trust apply at a rate that will not result in
runoff'. This table provides the tnaxintum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/liour)
Application Amount
(inches)
1879
pvt-X
Norfolk
0.50
1.0
1879
pvt-Y
Norfolk
0.50
1.0
781021, Database Version 3.1 Date Printed 4/30/2013 IAF Page I of I
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for, crop production and applied at agronomic rates. In most cases, the
priority nutrient is Nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
Iblac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 bu
150
13.16
66.57
133.14
199.71
Hay 6 ton R.Y.E.
300
26.32
33.28
66.57
99.85
Soybean 40 bu
160
14.04
62.41
124,921,
187.22
------------------- ------------------------------ ------ -----------------------------------------------------------------------------------------------------------------------------------
781021 Database Version 3.1 Dale !Tinted: 04-30-2013 Sludge Page 1 of I

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days ininus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity shou Id be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste uti lization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Canacity
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Store a Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days)
l
l
28
l
2
91
1
3
151
1
4
180
1
5
180
1
6
180
1
7
149
1
8
118
1
9
88
I
10
110
I
11
133-
1
12
180
2
1
180
2
2
180
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
-180
2
10
149
2
Il
119
2
12
88
* Available Storage Capacity is calculated as of the end of each month-
------------ -------........ .-...------------------------------------------------.-.------------------- -----------------------------------
781021 Database Version 3.1 Date Printed: 04-30-2013 Capacity Page I of 1

Required Specifications For Animal Waste Management
I. 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 that 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, lie/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 Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving 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 Ievel 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, MRCS Field
Office Technical Guide Standard 393 Filter Strips).
5. Odors can be reduced by injecting the waste or by 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 wasters
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).
-------------- ---------------------------------------------------------------------------- ----------------------.-.......
781021 Database Version 3.1 Date Printed: 413012013 Specification Page I

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
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 that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
-.....--------------------------------------- --.... ----------------------------------------------------------- ------ -----------------------------------
781021 Database Version 3.1 Date Printed: 4/30/2013 Specification Pape 2

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 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.
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 implementinga "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
--- ................... ------------------------------------- ------------------------------------..............-------------------------
781021 Database Version 3.1 Date Printed: 4/30/2013 Specification Page 3

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
soils 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 five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
------------------- ---- -........ ........ .................................. --
781021 Database Version 3.1 Date Printed: 4/30/2013 Specification Page 4

Crop Notes
The following crop note applies to field(s): pvt-X, pvt-Y
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 Ibs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): pvt-X, pvt-Y
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbslacre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March,
--•.................................................................I............ ........ .._.-•--------------------
781021 Database Version 3.1 Date Printed: 04-30-2013 Crop Note Page 1 of 2

The following crop note applies to field(s): pvt-X, pvt-Y
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it Is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for IS" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting,
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 Ibslacre
N are sometimes made at platting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Titnely management of
weeds and insects is essential for profitable double crop soybean production.
---------------------------------------------------------------------------------- •----------------------------- — .... I ... .-...---------------------
781021 Database Version 3.1 Date Printed: 04-30-2013 CropNote Page 2 of 2

NCDENR APR 2 12012
North Carolina Department of Environment and Natural Rep roes
Division of Water Quality
Beverly Eaves Perdue Charles Wakild, P.E. Dee Freeman
Governor Director Secretary
April 13, 2012
Edward Dail
Dail Brothers & Edward Dail 5-12 Farms
825 NC 24 East
Kenansville, NC 28349
Subject: Certificate of Coverage No. AWS310049
Dail Brothers & Edward Dail 5-12 Farms
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Edward Dail:
In accordance with your April 11', 2012 request to request to combine two adjacent permitted facilities
into one and to change operation types and animal numbers without exceeding their combined permitted
capacity, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Edward Dail,
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 Dail Brothers & Edward Dail 5-12 Farms, located in Duplin County, with a swine
animal capacity of no greater than the following annual averages:
Wean to Finish: Feeder to Finish: 5310 Boar/Stud:
Wean to Feeder: Farrow to Wean: 1340 Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, 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, 2014, and shall hereby void
Certificate of Coverage Numbers AWS310049 and AWS310561 dated October 1, 2009. 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. Please RU careful attention to the
record keeping_and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record _keepingforms.
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone]
Internet www_ncwatemualty.org
e
6fthCarolina
atura!!tf
An Equal Opportunity 1 Affrrmapve Action Employer

If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP 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.
Per 15A NCAC 2T .0105(h) 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.
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, andinjunctiverelief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, then 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 Animal Feeding Operations Unit for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition 11.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You
may find detailed watch/warning information for your county by calling the Newport/Morehead City, NC
National Weather Service office at [phone], or by visiting their website at:
www.erh.noaa.gov/er/mhx/
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Sincerely,
Lor Charles Wakild, P.E.
Enclosure (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Wilmington Regional Office, Aquifer Protection Section
Duplin County Health Department
Duplin County Soil and Water Conservation District
APS Central Files (Permit No. AWS310049)
AFO Notebooks
Murphy -Brown, LLC

W/ rco
State of North Carolina
Department of Environment and Natural Resources CrIlly
Division of Water Quality
Animal Feeding Operations Permit Application Form
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit - Existing Animal Waste Operations
GENERAL INFORMATION:
'1.1 Facility name: Dail Brothers & Edward Dail 5-12 Farms-�_ FHA, ZQf z
1.2 Print Land Owner's name: Edward Dail
1.3 Mailing address: 825 NC Hn 24 yA�t By
City, State: Kenansville, NC Zip: 28349
Telephone number (include area code): ( 910 ) 290 - 0303
I.4 Physical address: 843 NC Hwy 24 East
City, State: Kenansville, NC Zip: 28349
Telephone number (include area code): (910) 290 - 0303
1-5 County where facility is located: Dunlin
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads): From intersection of SR 1108,
CarrolIs Rd and NC UM 24 E in Kenansville, continue on Hey 24 east for .5 mile to farm entrance on the left.
1.7 Farm Manager's name (if different from Land Owner): _
1.8 Lessee's / Integrators name (if applicable; circle which type is listed): Murphy -Brown LLC
1.9 Facility's original start-up date: -1995 Date(s) of facility expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility number. AWS310049 & AWS310561
2.2 Operation Description:
Please enter the Design Capacity of the system. 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 Poultry No. of Animals Type of Cattle No- of Animals
❑ Wean to Feeder ❑ Layer ❑ Beef Brood Caw
weeder to Finish 5310 ❑ Non -Layer
9 brow to Wean (# sow) 1340 ❑ Turkey
❑ Farrow to Feeder (# sow) ❑ Turkey Poults
=:. ❑ Farrow to Finish (# sow)
❑ Wean to Finish (# sow)
' ❑ Gilts
❑ Boar/Stud
❑ Other Type of Livestock on the farm:
FORT . AWO-STATE-G-E 1/10/06
❑ Beef Feeder
❑ Beef Stocker Calf
❑ Dairy Calf
❑ Dairy Heifer.
❑ Dry Cow
❑ Milk Cow
No. of Animals:
'age 1 of 5

�A 2yeage cleared and avai able for application (excluding all required buffers and areas not covered by the application
tole . Z -
system): 29g-8-Required Acreage (as listed in the CAWMP): 91.42
l33-12.4 Number of lagoons: 4 Total Capacity (cubica: 1
Required Capacity (cubic feet): 14t 355_ I
Number of Storage Ponds: Total Capacity (cubic feet): Required Capacity (cubic feet):
2.5 Are subsurface drains present within I W of any of the application fields? ® or NO (circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES or NO (circle one)
2.7 Does this facility meet all applicable siting requirements? ® or NO (circle one)
3. 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. -
Atitilicants Initials
3.1 One completed and signed original and two copies of the application for State General Permit -
Animal Waste Operations; ja__
3.2 'Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county road map with the location of the
facility indicated;
3.3 Three 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 permit application for
animal waste operations.
The CAWMP must include thefallowing components. Some 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.)
3.3.3 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 land 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. l3 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. (Composting, waste transfers, etc.)
FORM: AWO-STAT&G-E 1/10106 Page 2 of-9

4. APPLICANT'S CERTIFICATION:
I, _ ��s t � 0�.,� _ \ (Land Ownees name listed in question 1.2), 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 requ'red supporting information and attachments are not inc3yded, this application package
will be returned to me as inc4plete. � � �1
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I. (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
AQUIFER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS UNIT
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-STATE-G-E 1/10106 Page of 5

6. SURFACE WATER CLASSIFICATION:
This form must be completed by the appropriate DWQ regional office and included as a part of the
project submittal information.
INSTRUCTIONS TO NC PROFESSIONAIS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward) in
which this animal waste management system will be operated must be determined by the appropriate DWQ regional office.
Therefore, you are required, prior to submittal of the application package, to submit this form, with items I dwough 6
completed, to the appropriate Division of Water Quality Regional Aquifer Protection Supervisor (see page 6 of 10). At a
minimum, you must include an 8.5" by l I " copy of the portion of a 7.5 minute USGS Topographic Map which shoves the
location of this animal waste application system and the downslope surface waters in which they will be located. Identify the
closest downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
6.1 Farm Name:
6.2 Name & complete address of engineering firm:
Telephone number: (
6.3 Name of closest downslope surface waters:
_ 6.4 County(ies) where the animal waste management system and surface waters are located
6.5 Map name and date:
6.6 NC Professional's Seal (If appropriate), Signature, and Date:
TO: REGIONAL AQUIFER PROTECTION SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has been
constructed or field located, as identified on the attached map segment(s):
Name of surface waters:
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable:
Signature of regional office personnel: Date:
(All attachments must be signed)
FORM: AWO-STATE-G-E 1/10/06 Page 4 of 5

DIVISION OF WATER QUALITY REGIONAL OFFICES (9105)
Asheville Regional APS Supervisor
2090 U.S. Highway 70
Swannanoa, NC 28778
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancey
Jackson
Fayetteville Regional APS Supervisor
225 Green Street, Suite 714
Fayetteville, NC 28301-5094
[phone]
Fax [phone]
Anson
Moore
Bladen
Richmond
Cumberland
Robeson
Harnett
Sampson
Hoke
Scotland
Montgomery
Winston-Salem Regional APS Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Sunry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
Washington Regional APS Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell -
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional APS Supervisor
610 East Center Avenue
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander
Lincoln
Cabarrus
Mecklenburg
Catawba
Rowan
Cleveland
Stanly
Gaston
Union
Iredell
Raleigh Regional APS Supervisor
1628 Mail Service Center
Raleigh, NC 27699-1628
[phone]
Fax [phone]
Chatham Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region APS Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick New Hanover
Carteret Orr_slow
Columbus Pender
Duplin
FORM: AWO-STATE-G-E 1110/06 Page 5 of 5

Animal Waste Management Plan Certification
(Please type or print all information that does not reyutre a signature)
General Information:
Name of Farm: Dail Brothers & Edward Dail 5-12 Farms Facility No: AWS310049
Owners) Name: Edward Dail Phone No: 916-290-0307
Mailing Address: 825 NC By 24 East, Kenansville, NC 28349
Farm Location: County Farm is located in: Duplin
Latitude and Longitude: 34 58' 01 ° / 77 55' 380 Integrator. Murphy Brown
(Be sp Please attach a copy of a county road map with location identified and described below ecific: road
names, directions, milepost, etc.): From Kenansville, take NIC Hwy 24 east.5 miles to farm entrance on the left.
Operation Description:
Type of Swine No. of Arrfmals Type of Poultry NO. of Animals Type of Cattle No. of Animals
0 Wean to Feeder ❑ Layer ❑ Dairy
_(feeder to Finish 5310 0 Pullets Beet
EIX Famaw to Wean 1340
0 Farrow to Feeder
El Farrow to Finish
0 Wean to Fnistr
❑ Gilts
i] Boars
Acreage Available for Application:
Number of Lagoons / Storage Ponds:
Are subsurface drains present on the farm: Y
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
!!#f!Rlil►fliiiffiN *lift ii##Rf!!i R# #i# ii iiif RRf f*# RRRiRRf iiffRf*R*•!i RiRRR RRif*fflf R** •lRRR44++iRRR**+ii R!!#+***** iii i##*# # # iR*i wit ii
, C4 Required Acreage: 91.42
4 Total Capacity: Itg4`1137Co Cubic Feet (ft3)
es or No (please circle one)
Owner I 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 minimized using technical standards developed by the Natural Resources Conservation
Service. The approved plan will be tiled at the farm and at the office of the local Soil and Water Conservation District. I (we) kriow
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 Owner. Edward
Signature. ef
Date:
Name of Manager (il differerk-from diner)!
Signature: Date
AWC -- August 1, 1997

Technical Specialist Certification
I. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission
pursuant to 15A NCAC 6F .0005. 1 certify that the animal waste management system for this farm named
above has an animal waste management plan that meets or exceeds standards and specifications of the
Division of Environmental Management (DFM) as specified In 15A NCAC 21-1201 and the USDA -Natural
Resources Conservation Service (NRCS) 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, Sf, WUP, RC, 1). the technical specialist should only cefify parts for which they are
technically competent.
/L Certfficaiion of Design
A) Collection. St ora a Treatment ter
Check appropriate box
Existing facility without retrofit (SD or WUP)
Storage volume Is adequate for operation_ capacity: storage capability consistent with waste
utilization requirements.
O New. expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not 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): Toni W. King _
Affiliation Mu h -Brown, LLC Date Work Completed:
Address (Agen P.O. Box 856, Warsaw, NC 2839E Phone No.: [phone]
Signature: - Date: - aq - Z¢ I Z_
B) Land Application Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization:
chosen crop is suitable for waste management hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): Toni King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Age ): P.O. Box 856, arsaw, NC 2839E Phone No.: [phone]
Signature: ,� Date:
C) Runoff Controls from Exterior Lots
Check the appropriate box
El� Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
[� Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been
designed in accordance with technical standards developed by NRCS.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address {Ag cy): P.O. Box 856, Warsaw, NC 2839E Phone No.: (910 2) 93-3434��
Signature: �1S t_,_� t Date: �3 - ��t- zJ► �-. _
AWC -- August 1, 1997 2

D). Application and Handling Equipment
Cheok�aAprupdate box
Existing or expandina facility with existing waste awliM ion equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or
evaluated in accordance with existing design charts and tables and is able to apply waste as
necessary to accommodate the waste management plan: (existing application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient
loading rates. A schedule for timing of applications has been established; required buffers can be
maintained and calibration and adjustment guidance are contained as part of the plan).
❑ New %mmdiN or existing fa. alitSt wiTout gxlsting waste application e u for spray Irrigation.
(Animal waste application equipment specified in the plan has been designed to apply waste as
necessary to accommodate the waste management plan. (proposed application equipment can
cover the area required by the plan at rates not to exceed either the specified hydraulic or nutrient.
loading rates; a schedule for timing of applications has been established: required buffers can be
maintained: calibration and adjustment guidance are contained as part of the plan).
❑ New, expanded or existing facility with existing waste application equipment for land spreading
not using spray irrigation. (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 appliications has been established; required buffers can be
maintained: calibration and adjustment guidance are contained as a part of the -plan).
Name of Technical Specialist (Please Print), Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Ag cy): P.O. Box 856, Warsaw, NC 2839E Phone No.: [phone]
Signature -- ate D• ,3-Z•- � 4t-L^
E) Odor Control, Insect Control. Mortality nggement and Emergency Action Plan (SD.
SI. WUF? FIC 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 are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): Toni W. King
Affiliation Mur h -Brown, LLC Date Work Completed:
Address (Age cy): P.O. Box 856, Warsaw, NC 28313E Phone No.:[phone] _
Signature: _ t') '— S Date: - 7--2 3 i
F) Written Notice of New or Expanding Swl a Farm
The following signature block is only to be used for new or expanding swine farms that begin
construction after June 21, 1996. If the facility was built before June 21. 1996, when was it
constructed or last expanded
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners
and all property owners who own property located across a public road, street or highway from this
new or expanding swine farm. The notice was in compliance with the requirements of NCGS 106-
805. A copy of the notice and a list of property owners notified is attached.
Name of Land Owner:
Signature: _
Name of Manager (if different from owner):
Signature:
Date:
Date
AWC -- August 1, 1997

/it. Certification of Installation
A) Collecti-on, Storage, Treatment Installation
New, expanded or retrofitted facility (Si)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have
been installed in accordance with the approved plan to meet or exceed the minimum standards and
specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affi[lation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
B) Land Application Site (WUP)
Check the a ate box
The cropping system Is in place on all land as specified in the animal waste management plan.
0 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 (monthidayfyear);
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): Toni W. King
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Agency): P.O. Box 656, Warsaw, NC 2639f Phone No.: [phone] _
Signature: L✓'L C -C- Date: 3--ZR—x��
This following signature block is only to be used when the box for conditional approval in 111.
B above has been checked.
I (we) certify that I (we) have committed to establish 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:
Signature:
Name of Manager (if different from owner):
Signature:
AWC -- August 1, 1997 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 area have been installed
as specified in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
D) Application and Handling Equipment Installation. (WUP or 1)
Check ure appvpiiWf ,Pl fork
Q' 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.
E3 Animal waste application and handling equipment specified in the plan has not been
installed but the owner has produced. 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 continued as part of
the plan.
0 Conditional approval: Animal waste application and handling equipment specified in
the plan has been purchased and will be on site and installed by
(month/daylyear); 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 have been
provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print): Toni W. Kind
Affiliation Murphy -Brown, LLC Date Work Completed:
Address (Age y): P.O. Box 856,.Warsaw, NC 2839E Phone No.: [phone]
Signature: Date: 3 -Zck --L5:) r -Z—
The following signature block is only u9M when the box for conditional approval in 111 D
above has been checked.
I (we) certify that I (we) have committed to 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 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:
Signature: Date:
Name of Manager (if different from owner);
Signature: Date
E) Odor Control, Insect Control and Mortality Management fSD. 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 in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print): Toni W_ Kin,
Affiliation _Murphy -_Brown, LLC Date Work Completed:
Address (Age cy): P.O. Box 856, Warsaw, NC 2839E Phone No.:�i t) 293-3434
Signature: Date: "3- —zcii> T
AWC -- August 1, 1997 5

Please return the completed form to the Division of Water Quality► at the following Address:
Department of Environment, Health, and Natural Resources
D`nrWm of Water Quality
Water Quality Section, Compliance Group
_ P.O. Box 29535 _
Raleiah. NC 27626-0535
Please 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 -- August 1, 1997 6

Murphy Brown, LLC 3/28/2012 P.A Box 866
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Edward Dail
Farm Name: Dail Brothers & Edward Dail 5-12 Farms Facility AW
Farm
Farrow to Wean 1340
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish 5.310
Storage Period: >180 days.
Application Method: Irrigation
The.waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used.
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filler strips are established.
4. Do not apply waste on saturated sails, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based an 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 shad be made for the area receiving waste to
be flexHAe so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for comptiance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons,fe, tons, etc.):
Capacity Type
Waste Produced pE Animal
Total
1340 Farrow 10 Wean
3212 gatlyr
4,3D4,080 gallyr
Farrow to Feeder
4015 gallyr
gaVyr
Farrow to Finish
10585 gaVyr
gaVyr
Wean to Feeder
223 gaVyr
gaVyr
Wean to Finish
838 gal/yr
gaVyr
5310 Feeder to Finish
986 gaf/yr
5,235,660 gaVyr
Total`
9,639,740 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity !M
Ni en Produced er Animal
Total
1340 Farrow to Wean
5.4 Ibstyr
7,235 Ibs/yr
Farrow to Feeder
6.5 ibslyr
lbs/yr
Farrow to Finish
26 Ibs/yr
lbs/yr
Wean to Feeder
0.48 lbslyr
Ibs/yr
Wean to Finish
1.96 lbslyr
lbs/yr
531 D Feeder to Finish
2.3 Ibs/yr
12,213 Ibs/yr
Total
19,449 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: 146.92
Total N Required 1st Year. 40008.73
Total N Required 2nd Year. 20464.8
Average Annual Nitrogen Regwes+nent of Crops: 30,236.77
Total Nitrogen Produced by Farm: 19,449.00
Nitrogen Balance for Crops: (10,787.77)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2.of e

11862.-"
13572.04
5632.2M
5959.588
5

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 white meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields (i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, andlor 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 out the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early, October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Lbs N utilized / unit yield
A
Barley
1.6 lbs N / bushel
B
Hybrid Bermudagrass - Grazed
50 lbs N / ton
C
Hybrid Bermudagrass - Hay
50 lbs N / ton
D
Cam - Grain
1.25 lbs N / bushel
E
Corn - Silage
12 lbs N / ton
F
Cotton
0.12 lbs N / lbs lint
G
Fescue- Grazed
50 lbs; N / ton
H
Fescue - Hay
50 lbs N / ton
I
oats
1.3 lbs N / bushel
J
Rye
2.4 lbs N / bushel
K
Small Grain - Grazed
50 lbs N / acre
L
Small Grain - Hay
50 lbs N / acre
M
Grain Sorghum
2.5 lbs N / cwt
N
Wheat
2.4 lbs N / bushel
o
Soybean
4.0 lbs N / bushel
P
Pine Trees
40 lbs N / acre f 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

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PA
/animal Farm Tota
1340 Farrow to Wean
0.84 1125.6
Farrow to Feeder
1
Farrow to Finish
4.1
Wean to Feeder
0.072
Wean to Finish
0.306
5310 Feeder to Finish
0.36 1911.6
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 30372 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 15186 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 50 acreas of land. If you apply the sludge
to com at a rate of 125 pounds per acre, you will need 121.488 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.
APPI:ICATION 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 hotding 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 property
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated property to appit"he 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.
6of8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts. —
Soil
Application irate
Application Amount
Tract
Hydrant
Type
Crop
inlhr
' inches _
T1879
Pivot Y
Norfolk
D
0.5
1
T1879
Pivot X
Norfolk
D
0.5
1
T3860
1 A
Norfolk
D
0.5
1
T3860
l B
Norfolk
D -
-0.5.- -
1
T3860
2
Craven
D
0.45
1
6 of 8

Additional Comments:
This NUP combines the NUP's from facilities formerly permitted separately.
It combines facilities 31-49 & 31-561 which was permitted as a 1200 farrow
to wean and 5760 feeder to finish to a 1340 farrow to wean and 5310 feeder
to finish operation with 293.84 acres to utilize waste application.
The acres used in this plan are based on the previous NUQ's prepared by
Billy Houston, Technical Specialist with Duplin County Soil & Water Conservation
in Kenansville, NC. Tract 1879 are center pivots that were designed by Billy
Houston and in a plan last updated by Mr. Houston in November 2010.
Tract 3860 acreage is based on wettable acres prepared by Star Jackson and NUP
written b)l Billy Houston in July 2003.
This producer will be doing a 2 year crop rotation with the option of doing a cover
crop with the application rate of 30 Ibs. Any applications made to the cover crop
must be deducted from the b2ginning balance of the next cm .
7 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Dail Brothers & Edward Dail 5-112 Farms Facility AWE
Owner: Edward Dail
Manager*
Owner/Manager Agreement:
t/we understand and will follow and implement the specifications and the Operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. Uwe know that any expansion to the existing design capacity
of the waste treatment andfor storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWO before the new
animals are stocked.
1lwe understand that l must own or have access to equipment, primarily irrigation equipment,
to land: apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWO upon request.
Name of Facility Owr
Signature:
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist: Toni W. Kin
Affiliation. MurphrBrown, LLC_
Address: _ 2822 Hwy 24 West, PO Drawer 856 _
Warsaw, NC 28398
Telephone: (912 293_3434 _
' _ r
Signature:
Date
8 of 8

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, recieving 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, MRCS 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 wafers and in a method which does not cause drift
from the site during application. No pond ing should occur in order to control odor and flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage -
from animal waste should also be considered_
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Wastelnutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells_
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by aver -spraying- Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical
specialist' -'Animal waste shall not be applied on grassed waterways that discharge
directly into water courses, and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from the site-
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
2 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated,, the owner is
responsible for obtaining and implementing a 'closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
production_ Soil and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a minimum of three years_
Waste application records for all other waste shall be maintained for a minimum of five
}rears_
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3of3

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 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 Cartifrcation Training for Operations of Animal Waste Management Systems Manual

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available in
the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped down
to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lawn dose 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, 24hour 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
fertifized 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

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 hack slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetailon 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
& 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 warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should -occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity_ Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
*. 'Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon clam 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:
F1

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

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 frorn towering 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) Q 10 = 1qu_'7 zt S
EMERGENCY MANAGEMENT SERVICES (EMS) q IQ -2qb -a%G a
SOIL AND WATER CONSERVATION DISTRICT (SWCD) o -go to - at L b
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) g Iv --VLU - -a t -i-Ln'
- COOPERATIVE EXTENSION SERVICE (CES) aC(to - a%4 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)
CaH 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 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 / 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: Mumhv Brown. LLC
b. Contractors Address: P_O. Box 856, Warsaw, NC 28398
c . Contactors Phone: [phone]
6. Contact the technical specialist who cendled the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: 910 293 - 5330
7. Implement procedures as advised by DWO 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.
W

INSECT CONTROL CHECKLIST FOR ANIMAL. OPERATIONS
Source Cause BMI 's to Minimize Odor Site Specific Practices
{Liquid Systems}
Flush Gutters
Accumuladw of solids
Lagoons and Pits
Crusted Solids
Excessive
Decaying vegetation
Vegetative Growth
Feeders
Feed Spillage
Feed Storage
Accumulation of feed
residues
Animal Holding
Accumulation of animal
Areas
wastes and feed wastage
MIC -- Wavember 11. 1996
(V) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
() Remove bridging of accumulated solids at
discharge
(� Maintain lagoons, settling basins and
pits where pest breei:1mg is apparent 10
minimize the atusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface. -
()Maintain vegetative control along banks of
lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry systems)
(} Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
{ } Clean up splffage on a routine basis (e.g. 7-10 day
interval during summer, 15-30 day interval during winter).
{ } Reduce moisture accumulation Mthln and around
Immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewers grain and similar high moisture grain
products).
(} inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
{ } Eliminate law area that trap moisture along fences
and other locations where waste accumulates and
disturbance by animals Is minimal.
{) Maintain fence rows and filler strips around animal
holding areas to minimize accumulations of wastes _
(i.e. Inspect for and remove or break up accumulated
solids as needed).
10

Dry Manure Handling Awmulations of animal . () Remove spillage an 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 mamAe stockpiles
() Insixict for and remove or break up accumulated wastes
In filter strips around stockpsles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner / 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.
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AM IC -- November 11, 1996
I

0
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause
BMP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
(✓)Vegetative or wooded buffers_
(-1)Reiommended hest management
practices;
(-')Good judgment and common sense
Anunal body
Dirty manure
( )Dryfloors
surfaces
covered animals
Floor surfaces
Wet manure -covered
(✓)Sk*ed floors;
fours
(,,)Waterers located over slatted floors;
(-1)Feeders at high end of sotld floors;
(✓)Scrape manure bunk k p from floors;
( )Underfloor ventilation for drying
Manure collection
Urine
(Frequent manure removal by Rush, pit
pits
recharge or scrape
Partial microbial
( )Underfloor ventilation
decomposition
Ventilation
Volatile gases
(-')Fan maintenance;
wthaust tans
Dust
(-)Efficient air movement
Indoor surfaces
Dust
(-)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
'feeder covers
Rush Tanks
Agitation of recycled
( )Flush tank covers
lagoon liquid while tanks
( )Extend fill lines to now bottom of tanks
are filling
with anti -siphon vents
Flush alleys
Agitation during waste
( )Underfloor (lush 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
lank filling and drawdown
Outside drain
Agitation during waste
( )Box Covers
collection or
water conveyance
junction boxes
End of drain
Agitatkus during waste
( )Extend discharge point of pipes
pipes at lagoon
water
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
(.)Proper lagoon liquid capacity
Biological mixing
(-1)Correct lagoon startup procedures
Agitation
( )Minimum surface area -to -volume ratio
(-1)Nnlmum agitation when limping
( )Mechanical aeration
( )Proven biotogicai additives
irrigation sprinkler
High pressure agitation
(✓)Irrigate on dry days with little or no wind
nozzfes
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
fllling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin
Partial microbial decom-
{ )E)dend drainpipe outlets underneath liquid
surface
position NxIng while filling
level
Agitation when emptying
( .)Remove settled solids regularly
Manure, slurry or
Agitation when spreading
( )Sod 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 dal pits
Incinerators
tncompfete combustion
( )Secondary stack burners
Standing water
Improper drainage
(-)Farm access road maintenance
around facilities
Microbial decomposition of
away from faclFitles
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 Fad Sheet
NCSU-BAE
Swine Production Facility Manure ManagementPit Recharge —Lagoon Treatment:EBAEI2&88fMSU-BAE
Swine Production Facility Manure ManagementUndedker Huse -Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and.Management For Livestock Manure Treatment and Storage; ESAE103-83NCSU-BAE
Calbration of Manure and Wastewater Application Equipment EBAE Fact Sheet
NCSU-SAE
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
Nthsanoe Concerns in Animal Manure Management: Odors and Files; PR0101,
Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner / 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 ignat re)
f
'° f 3

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 - 166.7
( ) 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

Grower: Dail Bros. #1 Designed By: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03(29112
Countv: Duolin Sheet 1 of 7
FARM INFORMATION
Farm Population:
Nursery: --------------- -- -
0
Wean to Finish: ------------_---
0
Finishing: ----- ---
0
Farrow to weanling:------- -
360 Hd.
Farrow to feeder: — ----- ---
0
Farrow to finish:
0
Boars: _------_ —
0
Storage Period:
120 Days
25, Yr.124 Hr Storm Event --------------
7.5 In.
"Heavy Bain" Factor Not Applicable
Rainfall in Excess of Evaporation -- ------ -----------
7.0 In.
Additional Water Usage: ------------- --
0
Additional Drainage Area: ---------- ------
0
LAGOON INEQRMATION
Is Lagoon Designed as an Irregular Shape?
(YIN)
---------
N
Does Operator Want Emergency Spillway?
(YIN)
------- ----
N
Was This Design Built Prior to Sept. 1996?
(Y"
---------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)
--- --------
N
Seasonal High Water Table Elev:
------------
0•60
Freeboard:
-- ----------
----
1.0
Ft.
Emergency Spillway Flow Depth:
Not Applicable
Side Slopes:
____._.________
1.5
:1 (H:V)
Inside Top Length:
------------------
280.0
Ft.
Inside Top Width:
------------------
91.5
Ft.
Top of Dike Elevation:
— ---------- ---
Depth
50.00
Ft,
Finished Bottom Elevation:
---------------
12.50
Ft.
37.50
Ft.
Start Pump Elevation:
----------------
20.4
In.
48.30
Ft.
Stop Pump Elevation:
---------------
42
In.
46.50
Ft.
LAGOON V-OLUMREQUIRED-YOL.
DESIGN
VOLUME.S
% REO'D.
Storm Star = 16013
(Cu.Ft.)
16,780
(Cu.Ft.)
104.79%
Temporary = 403233
(Cu.Ft.)
40,999
(Cu.Ft.)
101.68%
Permanent = 155880
(Cu.Ft.)
156,211
(Cu.FL)
100.21%
Total Volume = 212,215
(Cu.Ft.)
213,990
(Cu.Ft.)
100.84%
1/2 Treatment Volume = 77,940 (Cu.FL)
1/2 Treatment Volume Elevation = 42.57 Ft.
90 Temporary Storage Volume Elevation 46.86 Ft.
Min. Required Liner Thickness. -------------------
Lagoon Surface Area: (inside TOD)------------------
89.21 In.
37.72 In.
1.8 Ft.
25,620 S.F.

f Vv.• VYr1 vvV• er ■ V4V�rwV v'. w7■
Address: 825 NC 24 E Checked By: DSE
Kenansvilie, NC 28349 Date: 03J29/12
Cocnyrr ty: Duolin Sheet 2 of 7
l 1_T� �I_ rT ► lt'[� _ r _ *7_1>�+�73 L7 ► 6y
LAGd STAGE
-AREA VOLUMES
Elevation (ET.1
Contour
Area
37.50
(
13,095
38.00
13,542
39.00
14,450
40.00
15,375
41.00
16,319
42.00
17,280
43.00
18,260
44.00
19,257
45.00
20,273
46.00
21,306
47.00-
22,358
48.00
23,427
49.00
24,515
50.00
25,620
Incr. V (Cu. FTi
Cumul. Vol. (C
0
6,659
6,659
13,996
20,655
14,912
35,567
15,847
51,414
16,799
68,213.
17,770
85,983
18,758
104,741
19,765
124,506
20,789-
145.295
21,832
167,127
22,892
190,019
23,971
213,990
25,067
239,057
These volumes were calculated using the vertical average end area method.
TOTAL_ REOD VOL
212,215
CF
CUMULATIVE
VOL..
ZONE VOL.
100,84%
END PUMP = =
46.50
FT
156,211 CF
TR'MT
156,211
100.21%
START PUMP = =
48-30
FT
197,210 CF
TEMP
40,999
101.68%
MAX STORAGE =
49.00
FT
213,990 CF
STORM
16,780
104.79%
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398 [phone]

Grower. Dail Bros. #1 Designed By: KBW
Address: 825 NC 24 E Checked By: DSE
Kenans► ille, NC 28349 Date: - OW29112
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIdNS
P=anent Storage:
Required Treatment Volume:
rm Type Capacity cu. =Total
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
0
135
1.00
0
Farrow to weaNing
360
433
1.00
155,880
Farrow to feeder
0
522
1.00
0
Farrow to finish
1
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. TL)= 155,880
Sludge Storage Volume:
imal TypeCapably— cu.ftAb) i otal
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
360
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
1
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
0
Animal ype Capacity Sto. Period J./day)= Total
Nursery
0
120
0.30
0
Wean to Finish
0
120
1.17
0
Finishing
0
120
1.37
0
Farrow to weanling
360
120
4.39
189,827
Farrow to feeder
0
120
5.30
0
Farrow to finish
0
120
14.38
0
Boars
0
120
4.06
0
Total Manure production (gals.
Total Manure Production (cu.ft.)=
Excess Fresh Water:'
189,827
25,378
Animal ype Capacity Sto. Period JJday)= Total
Nursery
0
120
0.00
0
Wean to Finish
0
120
0.00
0
Finishing
0
120
0.00
0
Farrow to weanling
360
120
0.00
0
Farrow to feeder
0
120
1 0.00
1 0
Fa row to finish
0
120
0.00
0
Boars
01
120
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
19
0
0

E
Grower: Dail Bros. #1 Designed By: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
County: DuDlin Sheet 4 of 7
Temp Storage Volume: (Cant,
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) " Rainfall / 12inAt
Vol.= (25620 sq.ft. + 0 sq.ft.) ` 7 in. 112 inJft.
Total Required Volume for Rainfall in Excess of Evap. (cu.tL)= 14,945
Storm Storage:
Vol. --(Lagoon Surf. Area + Addt'I Drainage Area) ' 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (25620 sq.ft + 0 sq.ft.) ` 7.5 in. /12 in./ft.
Total Required Volume for 25YrJ24Hr. Storm Event (cu.ft)= 16,013
'Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addf1 Drainage Area) !'Heavy Rain° Factor (in) / 12inAt.
Vot.= (25620 sq.ft + 0 sq,ft.) ' 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.fL) = Q
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 - 0
Total Required Storm Storage
(25Yr. 124Hr. Storm +'Heavy Rain')-- 16,013 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 40,323 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 155,880 (CU.FT)
TOTAL REQUIRED VOLUME = 212215 (CU.FT.)
w NC 28398 (91

Grower: Dail Bros. #1 Designed By: KBW
Address: 825 NC 24 E Checked By: -. DSE
Kenansville, NC 28349 Date: 03/29/12
County: Dublin Sheet 5 of 7
Top of Dike Elevation ----------------
50.00
FT.
Emergency Spillway Crest Elevation ---------------
Not Al Applicable
Top of 25Yr. / 24Hr. Storm Storage ---- --------- —
49.00
FT.
Top of "Heavy Rain' Storage -----------------
Not
Applicable
Start Pump Elevation ----- -------- ----
48.30
FT.
End Pump Elevation -----------
46.50
FT -
Top of Sludge Storage ------------- —
Not
Applicable
Seasonal High Watertable Elev.-------------
0.00
Finished Bottom Elevation --------------
37.50
FT.
Inside Top Length — ----------
200.00
FT.
Inside Top Width ----------- --
91.50
Fr.
Side Slopes -------------
2:1
H:V
Lagoon Surface Area ----------------- —
25,620
SF
Mn. Liner Thickness (if required) -------------
1.8
FT.
Freeboard Depth ------- --------
1.00
FT.
Temporary Storage Period -- -------- ----
120
Days
TOTAL DESIGN VOLUME = 213990 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- _ 9.0 FT.
Temporary Storage Zone Depth ------- 1.8 FT.
Freeboard / Storm Storage Zone Depth ----- -- 1.7 Ff.
Total Lagoon Depth ---------- 12.5 FT.
Warsaw NC 28398

Grower: Dail Bros, #1 Designe KBW
Address: 825 NC 24 E Checker DSE
Kenansville, NC 28349 Date: 03/29/12
County: Duglin Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 50.00
/ 1 A
/ 1 TOP OF STORM ELEV = 49.00
1 /
1 1
STRT PMP EL.= 48.30 1 TOP OF TEMP STORAGE ELEV = 48.30 /
1 I '
END PMP EL. = 46.50 1 TOP OF TREAT ELEV = 46.50 SHWT = 0.00
1 I
1 /
1 /
J
FINISHED BOTTOM ELEV = 37.50
I
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 (91

Grower. Dail Bros. #1 Designed By: KBW
Address: a25 NC 24 E Checked By: DSE .
Kenansville, NC 28349 Date: 03/29/12
County: Dublin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the faun.
Based on file box volume check dated 12/8197
Murphy -Brown, LLC
P.C. Box 856, Warsaw NC 28398
[phone]

Grower: Dail Bros. 42 Designedy: KBW
Address: 825 NC 24-E _ Checked By: DSE
Kenansvlle, NC 28349 Date: 03/29/12
County: Duolfn Sheet 1 of 7
FA M INFORMATION
Pc►rwlation:
Farm
Nursery:----m____.-_
_ _ 0
Wean to Finish: ---- -----
0
Finishing: --------_---------
0
Farrow to weanling:-------------------
374 Hd.
Farrow to feeder ----------- -----
0
Farrow to finish: ----------------
0
Boars: ---- ---- -
0
Storage Period: -----------------
186 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?
(YIN)
------ —
N
Does Operator Want Emergency Spillway?
(Y/N)
------
N
Was This Design Built Prior to Sept. 1996?
(Y/N)
-------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)
--------
N
Seasonal High Water Table Elev:
-----------------
0.00
Freeboard:
---- ----------- --
1.0
Ft.
Emergency Spillway Flow Depth:
Not Applicable
Side Slopes:
------ -------------
2
:1 (H:V)
Inside Top Length:
-------- ----------
121.0
Ft -
Inside Top Width:
-----------------
-
240.5
Ft.
Top of Dike Elevation:
-------- -------
Depth
50100
Ft.
Finished Bottom Elevation:
---------- ------
13.00
Ft.
37.00
Ft.
Start Pump Elevation:
----------------
20.4
In.
48.30
Ft.
Stop Pump Elevation:
---------------
48.36
In.
45.97
FL
LAGOON VOLUME iEQUIUD
V1L.
DESIGN
VOLUMES
%
REGIV,
Storm Stor = 18188
(Cu.Ft.)
18,880
(Cu.Ft.)
103.81%
Temporary = 56523
(Cu.Ft.)
58,608
(Cu.Ft-)
103.69%
Permanent = 161942
(Cu.Ft-)
161,998
(Cu.Ft.)
100.03%
Total Volume = 236,652
(Cu.Ft.)
239,486
_
(Cu.Ft.)
101.200/a
1/2 Treatment Volume = 80,971 (Cu.Ft.)
1/2 Treatment Volume Elevation = 42.13 Ft.
90 Temporary Storage Volume Elevation = 46.90 Ft.
Min. Required Liner Thickness - -------------------
Lagoon Surlace Area: (Inside TOD)-------------------
- 94.47 In.
37.18 1n.
1.9 Ft.
29,101 S.F.
2

Address: 825 INC 24 E
Kenansville, NC 28349
County: DUDlin
ACTUALM
BASE Me
LAGOON STAGE
Elevation_
-AREA VOLUMES
Contour
Area
(FT.)
37.00
(S)
13,007
38.00
14,053
39.00
15,131
40.00
16,241
41.00
17,383
42.00
18,557
43.00
19,763
44.00
21,001
45.00
22,271
46.00
23,573
47.00
24,907
48.00
26,273
49.00
27,671
50.00
29,101
Checked By: DSE
Date: 03/29/12
Sheet 2 of 7
Incr. Vol. (Cu�FT)
Cumul. Vol. (Cu. ETJ
0
13,530
13,530
14,592
28,121
15,686
43,807
16,812
- 60,618
17,970
78,588
19,160
97,747
20,382
118,129
21,636
139,764
22,922
162,686
24,240
186,925
25,590
212,515
26,972
239,486
28,386
267,872
These volumes were calculated using the vertical average end area method
TOTAL REQD VOL
236,652
CF
CUMULATIVE VOL.
ZONE VOL,.
101.20%
END PUMP = = = =
45.97
FT
161,998 CF TR'MT
161,998
100.03%
START PUMP = =:
48.30
FT
220,606 CF TEMP
58,608
103.69%
MAX STORAGE =
49.00
FT
239,486 CF STORM
18,880
103.81%
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28398 - (91 DJ 293.3434

Grower. Dail Bros. #2 Designed By: KBW
Address: 825 NC 24 E - Checked By: -- DSE
Kenansville, NC 28349 Data: 03/29/12
Countv: Dur lin Sheet 3 of 7
,'iif ill 11?ZII�����'L�I��l�i1�1_+ t11Lt1►�`
Required
Animal ype city ALW cu_ =1 O
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
0
135
1.00
0
Farrow to weanling
374
433
1.00
161,942
Farrow to feeder
01
522
1.00
0
Farrow to finish
01
1,417
1.001
0
Boars
01
400
1.001
0
Total Required Treatment Volume (cu. ft.) 161,942
Sludge Storage Volume:
Animal Type p cu. --= ---Total
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
374
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
Temoor qt StoE@ge VQlum
Manure Production:
0
Animal Type Capacity Sto. Period JJday)= TOW
Nursery
0
180
0.30
0
Wean to Finish
0
180
1.17
0
Finishing
0
180
1.37
0
Farrow to weanling
374
180
4.39
295,B14
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
1
180
14.38
0
Boars
0
180
4.061
0
Total Manure Production (gals.) --
Total Manure Production (cu.ft.)=
Excess Fresh Water:
295,814
39,547
,kninial Type Capacity Sto. Period J./day)= Total
Nursery.
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
374
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0
28398

Grower. Dail Bros. #2 Designed By: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
County: DuDlin Sheet 4 of 7
Temporary SUmW-Yn1um9.-(0mt)
Rainfall in Excess of Evaporation:
Vol.=(tagoon Surface Area + Additional Drainage Area) * Rainfall / 12inJft
Vol.= (29101 sq.ft- + 0 sq.ft.) * 7 in. /12 inJfL
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 16,975
Storm Storage:
Vol.=Mgoon Surf. Area + Addtl Drainage Area) * 25Y0241-1r. Storm(in)112in./ft.
Vol.= (29101 sq.ft + 0 sq.ft) * 7.5 in. /12 inJft.
Total Required Volume for 25YrJ24Hr. Stone Event (cu.ft) 18,188
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addy! Drainage Area) * 'Heavy Rain' Factor (in)1 12in./ft.
Vol.= (29101 sq.ft + 0 sq.ft.) * 0.0 in. /12 inJft.
Total Required Volume for "Heavy Hain" (cuff.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 - 0
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')= 18,188 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 56,523 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) - 161,942 (CU.FT)
TOTAL REQUIRED VOLUME = 236652 (CU.FT.)

Grower: Dail Bros. #2 Designed By: KBW
Address: 825 NC 24 E Checked By: - DSE
Kenansville, NC 28349 Date: 03129/12
Countv: Duain Sheet 5 of 7
Top of Dike Elevation ----------------
50.00
FT.
Emergency Spillway Crest Elevation ------------
Not Al Applicable
Top of 25Yr. / 24Hr. Storm Storage ------------- --
49.00
FT.
Top of "Heavy Rain' Storage --------------
Not
Applicable
Start Pump Elevation --- ------ ------
48.30
FT.
End Pump Elevation ----------- ----
45.97
FT.
Top of Sludge Storage ------ ---------
Not
Applicable
Seasonal High Watertable Elev.------------
0.00
Finished Bottom Elevation -------------
37.00
FT.
Inside Top Length ---------- ----
121.00
FF.
Inside Top Width
240.50
FT.
Side Slopes --------- --
2:1
H:V
Lagoon Surface Area --- ------ ----
29,101
SF
Mn. Liner Thickness (f required) ----- -----
1.9
Ff.
Freeboard Depth ------ ----
1.00
FT.
Temporary Storage Period -------- — --
180
Days
TOTAL DESIGN VOLUME = 239486 (CU.FT.) .
Treatment / Sludge Storage Zone Depth -------- 9.0 FF.
Temporary Storage Zone Depth ----------- 2.3 FT.
Freeboard / Storm Storage Zone Depth ------- 1.7 FT.
Total Lagoon Depth ----------- 13.0 FT.

Grower: Dail Bros. #2 Designe KBW
Address: 825 NC 24 E Checke(DSE
Kenansville, NC 28349 Date: 03/29/12
County: Duolin Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 50.00
1 11
1 TOP OF STORM ELEV = 49.00 / 1
1 I
STRT PMP EL.= 48.30 1 TOP OF TEMP STORAGE ELEV = 48.30 !
1 1
END PMP EL. = 45.97 1 TOP OF TREAT ELEV = 45.97 SHWT = 0.00
1 /
1
1— J
FINISHED BOTTOM ELEV = 37.00
Murphy -Brown,
Warsaw

Grower. Dail taros_ #2
Address: 825 NC 24 E
KenansvUle, NC 28349
Checked By: DSE
Date: 03/29/12
Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supersede the
original certification of the farm.
Based on file box volume check dated 1218197
LLC Engineering P.Q. Box 856, Warsaw NC 28398
[phone]

Address: 825 NC 24 E Checked By: DSE
Kenans�ille, NC 28349 Date: 03/29/12
County: Duplin Sheet 1 of 7
FARM INFORMATION
Farmponulation:
Nursery: -------------------
0
Wean to Finish: - - — ----- --
0
Finishing: -----------------
0
Farrow to weanling:---------- -- .
520 Hd.
Farrow to feeder: -------------
0
Farrow to finish:
0
Boars: --------
a
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 1NFORMA31014
Is Lagoon Designed as an Irregular Shape?
(YIN) ------------
N
Does Operator Want Emergency Spillway?
(YIN) ------- -----
N
Was This Design Built Prior to Sept.1996?
(YIN) -------_-
Y
Is Drain Tile Req'd to Lower SHWT?
(YIN) --------- ---
N
Seasonal High Water Table Elev: — --------
0.00
Freeboard: — ------ -----
--- —
1.0
FL
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: ----------------
2
:1 (H:V)
Inside Top Length: -------------------
192.9
Ft.
Inside Top Width: _-------------------
192.9
Ft.
Top of Dike Elevation: -- ----- ---------
Depth
50.00
Ft.
Finished Bottom Elevation: ----------------
13.00
Ft.
37.00
Ft.
Start Pump Elevation: — -------- ------
20.4
In.
48.30
Ft.
Stop Pump Elevation: — ------ —
--- 49.2
In.
45.90
Ft.
LAGOON VOLUME REOUtRED VOL_
12ESIGN VOLUMES
%
REO'D.
Storm Stor 23257 (Cu.Ft.)
24,455
(Cu.Ft-)
105.15%
Temporary W 76692 (Cu.Ft.)
79,006
(Cu_Ft.)
103.02%
Permanent = 225160 (Cu.Ft.)
225,176
(Cu.Ft.)
100.01 %
Total Volume = 325,108 (Cu.Ft.)
328,640
(Cu.Ft.)
101.09%
112 Treatment Volume = 112,580 (Cu.Ft.)
112 Treatment Volume Elevation W 41.94 Ft.
90 Temporary Storage Volume Elevation = 46.87 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
96.68 In.
37.52 In.
1.9 Ft.
37,210 S.F.

Address: 825 NC 24 E
Kenansville, NC 28349
Checked By: DSE
Date: 03/29/12
Sheet 2 of 7
N
BASE VOLUME: �',Cu. Ft.
�IT��Z�I►�� f71_4 s��
Contour
Eleyefion (EL� Area (SF) Ing, Vol, (Cu. EQ
37.00
19,853
38.00
20,996
39.00
22,171
40.00
23,378
41.00
24,618
42.00
25,889
43.00
27,192
44.00
28,527
45.00
29,894
46.00
31,294
47.00
32,725
48.00
34,188
49.00
35,683
50.00
37,210
20,424
21,584
22,775
23,998
25,253
26,540
27,860
29,211
30,594
32,009
33,456
34,936
36,447
rumul. Vol, (Cu. FTl
0
20,424
42,008
64,783
88,781
114,034
140,574
168,434
197,645
228,239
260,248
293,705
328,640
365,087
These volumes were calculated using the vertical average end area method.
TOTAL- REOD VOL
325,108
CF
CUMULATIVE
VOL
ZONE VOL.
101.09%
END PUMP = = = =
45.90
FT
225,179 CIF
TR-MT
225,179
100.01%
START PUMP = = =
48.30
FT
304,185 CIF
TEMP
79,006
103.02%
MAX STORAGE =
49.00
FT
328,640 CIF
STORM
24,455
105-15%
Murphy -Brown, LLC Engineering P.O. aox 856, Warsaw, NC 28398 [phone]

Grower: Dail Bros. #3 Designed By: KBW
Address: 825 NC 24 E Checked By: OSE
Kenansville, NC 28349 Date: 03/29/12
County: Dupiin Sheet 3 of 7
MINIMUM
Permanent Storaae,
Required Treatment Volume:
im ype crry cu. - o
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
0
135
1.00
0
Farrow to wean ling
520
433
1.00
225,160
Farrow to feeder
0
522
1.00
0
Farrow to finish
01
1,417
1.001
0
Boars
01
4001
1.001
0
Total Required Treatment Volume (cu. tL)= 225,160
Sludge Storage Volume:
Animal Type Capacity cu. - ota
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
520
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
Q
1.4171
6.001
0
Boars 1
0
4001
0.0001
0
Total Required Sludge Storage Volume (cu. tQ=
Temg_orary Storage Volume:
Manure Production-
0
Animal Type Capacity Sto. eno ay) = Total
Nursery
0
180
0.30
0
Wean to Finish
0
180
1.17
0
Finishing
0
180
1.37
0
Farrow to weanling
520
180
4.39
411,292
Farrow to feeder
0
1 180
5.30
0
Farrow to finish
0
1 1801
14.38
0
Boars
of
1801
4.06
0
Total Manure Production (gals_)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
411,292
54,986
nima ype Capacity to. Period JJday)= Total
Nursery
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
0
180
0.00
0
Farrow to weanling
520
180
0.001
0
Farrow to feeder
0
1 BO
0,00
0
Farrow to finish
0
180
0.00
0
Soars
0
t 80
0.00
0
Total Fresh Water Excess (gals.) --
Total Fresh Water Excess (cu.ft.)=
0
0
856,

Grower: Daft Bros. #3 Designed By: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/2W12
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (font.)
Rainfall in Excess of Evaporation:
Vol. -(Lagoon Surface Area + Additional Drainage Area) " Rainfall / 12inht
Vol.= (37210 sq.ft. + 0 sq.ft.) ' 7 in. /12 In&
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 21,706
Storm Storage:
Vol.=(Lagoon Surf. Area +Addt'I Drainage Area)' 25Yr./24Hr. Storm(in) / 12inA.
Vol.= (37210 sq.ft + 0 sq.ft.) ` 7.5 in. /12 inAt.
Total Required Volume for 25Yrd24Hr. Storm Event (cu.ft)= 23,257
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + AddtI Drainage Area) —Heavy Rain" Factor (in) I I21n./ft.
Vol.= (37210 sq.ft + 0 sq.fL) " 0.0 in. /12 inlft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')= 23,257 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 76,692 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 225,160 (CU.FT)
TOTAL REQUIRED VOLUME = 325108 (CU.FT.)
■
Q

Grower. Dail Bros. #3 Designed By. - KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03129/12
County: Dunlin Sheet 5 of 7
Top of Dike Elevation ------------------
50.00
FT.
Emergency Spillway Crest Elevation -------- --- ----
Not AlApplicable
Top of 25Yr./24Hr. Storm Storage --------------- --
49.00
FT.
Top of 'Heavy Rain' Storage -------------
Not
Applicable
Start Pump Elevation — -------- --------
48.30
FT.
End Pump Elevation -------- -----
45.90
FT.
Top of Sludge Storage ------- ----------
Not
Applicable
Seasonal High Watertable Elev.------ -- ----- — --
0.00
Finished Bottom Elevation --------- ---
37.00
FT.
Inside Top Length --------- -- -
192-90
FT.
Inside Top Width --------------
192.90
FT.
Side Slopes -------------------
2:1
H:V
Magoon Surface Area ------------
37210
SF
Min. Liner Thickness (it required) ------------------
1.9
FT.
Freeboard Depth -------._--- ----
1.00
FT.
Temporary Storage Period ---- ------- -------
180
Days
TOTAL DESIGN VOLUME = 328640 (CU.Fr.)
Treatment / Sludge Storage Zone Depth ----------- 8.9 FT.
Temporary Storage Zone Depth -- - ---- 2.4 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.7 FT,
Total Lagoon Depth -------- 13.0 FT.
856, Warsaw N!
1

Grower: Dail Bros. #3 Designe KBW.
Address: ' 825 NC 24 E Checker DSE
Kenansville, NC 28349 Date: 03/29/12
Countv. Duolin Sheet 6 of 7
ZONE ELEVATIONS
r
TOP OF DIKE ELEV = 50.00
1 1 TOP OF STORM ELEV = 49.00 / 1
1
1 I
STRT PMP EL.= 48.30 1 TOP OF TEMP STORAGE ELEV = 48.30 /
1 1
END PMP EL. = 45.90 1 TOP OF TREAT ELEV = 45.90 SHWT = 0.00
1 1
1 I
1 I
1� J
Murphy -Brown, LL.0 Engineering
FINISHED BOTTOM ELEV = 37.00
P.O. Box 856, Warsaw

Grower. Dail Bros. 93 Designed By: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
County: Duofin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to snow the 112
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Based on file box volume check dated 1218/97
furphy-Brown, [1C Engineenng P_Q Box 856, Warsaw NC 28398
[phone]

rower; Edward Dail eslgnedy: KBW
Address: 825 INC 24 E Checked By: DSE
Kenansvllle, NC 28349 Date: 03/29/12.
Countv: Dunlin Sheet 1 of 7
FARM INF_ ORMATION
Farm 2=ul
Nursery: ---------- -
0
Wean to Finish: ------------------
0
Finishing: ------------
5328 Hd.
Farrow to weanling:---------
86 Hd.
Farrow to feeder. - -
0
Farrow to finish: -------------------
0
Boars: -----------
0
Storage Period: ------------- —
180 Days
25 Yr. / 24 Hr Storm Event --------
7.5 In.
"Heavy Rain" Factor Not Applicable
Rainfall in Excess of Evaporation ------------------
7.0 In.
Additional Water Usage: -------- -------- —
0
Additional Drainage Area: --------
0
LAGOON INFOM9 ATiON
Is Lagoon Designed as an Irregular Shape?
(Y/N) ----- ------
N
Does Operator Want Emergency Spillway?
(YIN) ------- ---
N
Was This Design Built Prior to Sept. 1996?
(YIN) -----------
Y
Is Drain Tile Req'd to Lower SHWT?
(YIN) ---------
N
Seasonal High Water Table Elev:--------------
94.00
Ft.
Freeboard: --- -----
-
1.0
Ft.
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: ---------------
2.5
:1 (H:V)
Inside Top Length: -------------------
611.0
Ft.
Inside Top Width: -------------------
225.0
Ft.
Top of Dike Elevation: --------------
Depth
98.90
Ft.
Finished Bottom Elevation: -------------
11.00
Ft
87.90
Ft.
Start Pump Elevation: --- -------------
19.92
In-
97.24
Ft.
Stop Pump Elevation: --- -------------
45.6
In.
95.10
Ft.
LAGO N VOLUME REQUIRED VOL.
DESIGN VOLUMIES
Yo__MU
Storm Stor = 85922 (Cu.Ft.)
86,908
(Cu.Ft.)
101.15%
Temporary = 264941 (Cu.Ft.)
270,398
(Cu.Ft.)
102.06%
Permanent = 756518 (Cu.Ft.)
777,954
(Cu.Ft.)
102.83%
Total -Volume = 1,107,380 (Cu.Ft.)
1,135,260
(Cw t)
10252%
1/2 Treatment Volume = 378,259 (Cu.Ft.)
1/2 Treatment Volume Elevation = 91.82 Ft.
90 Temporary Storage Volume Elevation = 95.90 Ft -
Min. Required Liner Thickness -------------------
Lagoon Surface Area: (Inside TOD)------------------
84.91 In.
36.00 In.
1.6 Ft.
137.475 S.F.

rower:Edward Dail Designed y: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
County: Du lin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BA5E VOLUME: Cu. Ft.
LAGOON STAGE -AREA
VOLUMES
Contour
Elevation {F.I
Are ,9F) Incr.
Vol. (Cu,..EI) rumul.
Vol._(C_ u.
E[
87.90
94,520
0
88.00
94,883
9,470
9,470
89.00
98,543
96,713
106,183
90.00
102,253
100,398
206,582
91.00
106,013
104,133
310,715
92.00
109,823
107,918
418,633
93.00
113,683
111,753
530,386
94.00 •
117,593
115,638
646,025
95.00
121,553
119,573
765,598
96.00
125,563
123,558
889,156
-
97.00
129,623
127,593
1,016,749
98.00
133,733
131,678
1,148,428
98.90
137,475
122,044
1,270,471
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 1,107,380 CF
CUMULATIVE VOL.
ZONE VOL
102.52%
END PUMP = = = =
95.10 FT
777,954 CF TR'MT
777,954
102.83%
START PUMP = = =
97.24 FT
1,048,352 CF TEMP
270,398
102.060/6
MAX STORAGE =
97.90 FT
1,135,260 CF STORM
86,908
101.15%
Murphy -Brown, UC Engineering P.O. Box 856 ,Warsaw, NC 28398 (9 f 0) 293-3434

Grower. Edward Dail Designed By. KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
Countv: Dublin Sheet 4 of 7
Rainfall In Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area)' Rainfall / 12inAt
Vol.= (137475 sq.ft. + 0 sq.fL) ' 7 in. /12 in AL
Total Required Volume for Rainfall in Excess of Evap. (cu.fL)= 80,194
Storm Storage:
Vol.=(Lagoon Surf. Area +Addt'I Drainage Area)' 25YrJ24Hr. Storm(in)/ 12inJft.
Vol.= (137475 sq.ft + 0 sgJQ " 7.5 in. /12 in.rft.
Total Required Volume for 25YrJ24Hr. Storm Event (cu.f)= 85,922
'Heavy Rain' Storage:
Val.=(Lagoon Surf. Area + Addt'I Drainage Area)' "Heavy Rain" Factor (n) / 12in./ft.
Vol.= (137475 sq.ft + 0 sq.ft.) ' 0.0 in. 112 in./ft.
Total Required Volume for "Heavy Rain" (cu.fL) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain)= 85,922 (CU.FT)
Total Required Temporary Storage
(Manure Prod. +.Excess Fr. Water + Rainfall Excess + Additional. Water Storage) = 264,941 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 756,518 (CU.FI)
TOTAL REQUIRED VOLUME =1107380 (CU.FT.)
Warsaw NC 28398

Grower. Edward Dail Designed By: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansvilie, NC 28349 Date: 03/29/12
Countv: Ddi)lin Sheet 5 of 7
Top of Dike Elevation -------- ---
98.90
FT.
Emergency Spillway Crest Elevation ---------------- --
Not AlApplicable
Top of 25Yr. / 24Hr. Storm Storage --------------
97.90
FT.
Top of 'Heavy Rain' Storage ----------------
Not
Applicable
Start Pump Elevation -------------------
97.24
FT.
End Pump Elevation --- ------------
95.10
FT.
Top of Sludge Storage --------- --------
Not
Applicable
Seasonal High Watertable Bev. --------- --
94.00
FT.
Finished Bottom Elevation ---------------
87.90
FT.
Inside Top Length -------- - ----- -
611.00
FT.
Inside Top Width ---------------
225.00
FT.
Side Slopes ------------ --
3:1
H:V
Lagoon Surface Area --------------
137,475
SF
Min. Liner Thickness (if required) -- -- ------ ---
1.6
FT.
Freeboard Depth -----------
1.O0
FT -
Temporary Storage Period -----------
180
Days
TOTAL DESIGN VOLUME-1135260 (CU.FT.)
Zone Depthsa
Treatment / Sludge Storage Zone Depth ------ 7.2 FT.
Temporary Storage Zone Depth ------ - 2.1 FT.
Freeboard / Storm Storage Zone Depth -------- - 1.7 FT.
Total Lagoon Depth ----- ---- 11.0 FT.

Grower: Edward Dail Designe KBW
Address: 825 NC 24 E Checket DSE
Kenansvilie, NC 28349 Date: 03/29/12
Countv: Duolin Sheet 6 of 7
STRT PMP EL.= 97.24
END PMP EL. = 95.10
Murphy -Brown, LLC Engineering
ZONE ELEVATIONS
TOP OF DIKE ELEV = 98.90
1 TOP OF STORM ELEV = 97.90 / 1
1 / 1
1 /
1 1
1 TOP OF TEMP STORAGE ELEV = 97.24 /
1 I
1 TOP OF TREAT ELEV = 95.10 SHWT = 94.00
1 /
1 1
1 /
� J
FINISHED BOTTOM ELEV = 87.90
P.O. Box 856, Warsaw NC 28398

Grower: Edward Dail Designed By: KBW
Address: 825 NC 24 E Checked By: DSE
Kenansville, NC 28349 Date: 03/29/12
County- Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Based on original design dated 1/9/92
1 - - — - - --
AAfjmhv-Frmwn r I(' Fnninperinn P C3 Rnr RSR INarcaw Rrl; 2RgQR
(Qin} 2Qq-RdgQ

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Dail Brothers 5-12Fac3149.
Attn. Edward Dail Dail Brothers,
825 NC 24 East
Kenansville, NC 28349
910-296-1017
05-11-2010
This plan has been developed by:
Billy W Houston
Duplin Soil & Water
165 Agriculture Drive
Suite B
Kenansville,-NC 28349
910-296-2120 Ex.3
0
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
r I 20 -,,
t
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculture -
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By: �^ I Z a
Technical Specialist Signature Date
--------------------------------------------------------------- ------••-------------------------------- - ------------------------------------------------------
327853 Database Version 3.1 Date Printed: 05-11-2010 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 5,339,520 gals/year by a 5,760
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
12298
Incorporated
21121
Injected
23259
Irrigated
13367
Max. Avail-
PAN (lbs)
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
13,367
14442
.-1,075
5,768,727
429,207
Year 2
13,367
13861
-494
5,536,652
-197,132
------------------ ------- ---- ----- -- -- ---------- ---------------- --- --- - - ---- -----------------------------------------------------------
Note: In source ID, S means standard source, U means user definedd source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
327853 Database Version 3.1 Date Printed: 05-11-2010 Source Page Page 1 of 1

Narrative
The smallgrain in this WUP will be used for winter grazing. Any smallgrain residue remaining in the
Spring will be bailed and removed from the fields. As near as practical No-Till/Minimum -Till practices
to be followed during planting to aid in erosion control on the existing fields.
------------------------------------------------------------------------------------------- -----g----------
327853 Database Version 3.1 lute Printed: 05-11-2010 Narrative Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
1879
Pvt- X
44.50
44.50
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Corn, Grain
115 bu.
Small Grain Overseed
1.0 Tons
Soybeans, Manured, Double Crop
35 bu.
1879
Pvt-Y
38.50
38.50
NIA
Norfolk
Small Grain Overseed
1.0 Tons
Corn, Grain
115 bu.
Small Grain Overseed
1.0 Tons
Soybeans, Manured, Double Crop
35 bu.
PLAN TOTALS: 83.00 83-00
k -
k 'E �.`�' S "" 3Y: ram' �
�.� � 3 _ _Y-c' _'�. � .._'_! -r. _ 3' Y,="T�'.3". � %'•Y- �,zy� L..
Low potential to contribute to soluble
None
2
nutrient leaching below the root zone.
Moderate potential to contribute to soluble
Nutrient Management (590) should be planned.
�— 2 &
nutrient leaching below the root zone.
�— i 0
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone.
available water holding capacity and improve nutrient use efficiency should be considered.
> 10
Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term
No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers
(391).
327853 Database Version 3.1 Date Printed 5/1 112010
PCs Page Page 3 of 1
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use
the nutrients being produced. The plan requires consideration of the realistic yields of the craps to be grown, their nutrient requirements, and proper timing of applications to
maximize nutrient uptake..
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products,
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
Tract
Field
Source
ID)
Soil Series
'total '
Acres
Use.'
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
OWA)
Comm.
Fert.
Nutrient
Applied
(lbs1A)
Res.
(lbslA)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
1879
Pvt- X
S7
Norfolk
44,50
44.50
small Grain Overseed
1.0 Tons
10/1.3/31
50
0
0
[rrig.
25
9.99
0.00
444.38
0.00
1879
Pvt- X
S7
Norfolk
44.50
44.50
Corn, Grain
115 bu.
2115.6130
*144
0
*20
I Tig.
124
49.53
0.00
2,204.12
0.00
1879
Pvt- X
S7
Norfolk
44.50
44.50
Small Grain Overseed
1.0 Tons
10/1.3131
50
0
0
[trig.
25
9.99
0.00
444.38
0.00
1879
Pvt-Y
S7
iNorfoll<
38,50
38.50
Small Grain Overseed
1.0 Tons
10/1.3/3 ]
1 50
0
1 0
[trig.
I 25i
9.99
0-001
384.46
0.00
1879
Pvt-Y
S7
Norfolk
38.50
38.50
Corn, Grain
115 bu.
2/15-6130
* 144
[rrig.
124
49.53
0.00
1,906.93
0,00
1879
Pvt-Y
S7
Norfolk
38.50
38.50Small
Grain Overseed
1.0 Tons
10/1-3/31
50
to
E(1)
[trig.
25
9.99
0.00
384.46
0.00
Total Applied, 1000 gallons
5,768.73Ct
Total produced, 1000 gallons
5,339.52
-Y
Balance, 1000 gallons
-429.21
IM, , X
f?
• Total Applied, tons
y4m
3�4>s€ af'ti{,�j
0.00
Total Produced, tons
�ti
�'� t�l�
st»�iili, 3::rt E
0.00
$alancc, tons
:'a'
: .?tTR
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Svmbol * means user entered data.
327853 Database Version 3.1 Date Printed: 5/11/2010
WUT Page Page 1 of 2

Waste Utilization Table
Year 2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
AYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs1A)
Comm.
Ferc
Nutrient
Applied
(lbs/A)
Res,
(lbs1A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbslA)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
1979
Pvt- X
S7
Norfolk
44.50
44.50
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
*0
hZig.
25
9.99
0.00
444,38
0.00
1879
Pvt- X
S7
Norfolk
44.50
44.50
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
h-rig.
25
9.99
0.00
444.38
0.00
1879
Pvt- X
S7
Norfolk
44.50
44.50
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
*20
In-ig.
117
46.74
0.00
2,079.69
0.00
1879
Pvt-Y
S7
Norfolk
38.50
38.50
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
*0
Irrig.
25
9.99
0.00
384.46
0.00
1879
Pvt-Y
S7
Norfolk
38.50
38.50
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Inig.
25
9.99
0.00
384.46
000
1879
Pvt-Y
S7
Norfolk
38.50
38.30
Soybeans, Manured, Double Crop
35 bu.
4/1-9115
137
0
*20
1-rig.
1 117
46.741
0.00
1,799.28
0.00
Total Applied, 1000 gallons
5,536.65
Total Produced, I000 gallons
5,339.52
0"'�1�fi� a ,
Balance, 1000 gallons
-197.13
B d f= p 1 ?
Total Applied, tons�74^
0.00
Total Produced, tons
4l' sr 1°i'i'14
0,00
Balance, tons
j tl;jif71t
0.00
Notes: 1. In the tract column, - symbol means ]eased, otherwise, owned. 2. Symbol * means user entered data.
327853 Database Version 3.1 Date Printed: 5/11/2010 WUT Page Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff_ This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
1879
Pvt- X
Norfolk
0.50
1.0
1879
1 Pvt-Y
jNorfolk
0.50
1.0
327853 Database Version 3.1 Date Printed 5/11/2010 IAF Page Page I of 1
NOTE: Symbol . means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this
material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but
other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
Ib/ac
Maximum Sludge
Application Rate
1000 gal lac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
72.21
144.42
216.63
Hay 6 ton R.Y.E.
300
26-32
36.10
72.21
108.31
Soybean 40 bu
160
14.04
67.70
135.39
203.09
------------------------------------------------------------------------------------------------------------------g------g---------------
327853 Database Version 3.1 Date Printed: 05-11-2010 Sludge Page Page 1 of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the ndinber'of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the"planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name 7
Swine Feeder -Finish LaVon Li uid
Design Storage Capacity (Days)
StartDate
9/1
180 '
Plan Year
Month
Available Storage Capacity (Days)
1
1
105
1
2
151
1
3
180
1
4
180
1
5
180
1
6
180
1
7
149
1
8
118
1
9
88
1
10
75
1
11
63
1
12
52
2
1
41
2
2
31
2
3
18
2
4
30
2
5
41
2
6
59
2
7
76
2
8
87
2
9
99
2
10
86
2
11
74
2
12
63
* Available Storage Capacity is calculated as of the end of each month.
----------------------------------------------------------------------------------------- --------------------------------------------------------------
327853 Database Version 3.1 Date Printed: 05-11-2010 Capacity Page Page 1 of 1

L.-
Required Specifications For Animal Waste Management
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 that 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 Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
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.
x
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 by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such
that runoff does not occur offsite or to surface waters and in a method which does
not cause drift from the site during application. No ponding should occur in order
to control odor and flies.
------------------------------------------------------------------------------------------------------------ - -------------------------------------------------------
327853 Database Version 3.1 Date Printed: 5/11/2010 Specification Page 1

8. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
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 that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a 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.
----------------------------------------------------------------------------------------------------------------------------------------------------------------
327853 Database Version 3.1 Date Printed: 5/11/2010 Specification Page 2

0. A protective cover of appropriate vegetation will be established on all disturbed
areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as
necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production'at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However, if animal waste is used on crops for
direct human consumption, it should only be applied pre -plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate -determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the soils 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 five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
--------------------------------------------------------- --------------------g ---
327853 Database Version 3.1 Date Printed: 5/11/2010 Specification Page 3

Crop Notes
The following crop note applies to field(s): Pvt- X, Pvt-Y
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees Fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): Pvt- X, Pvt-Y
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
-----------------------------------------------------------
327853 Database Version 3.1 Date Printed: 05-11-2010 Crop Note Page Page 1 of 2

The following crop note applies to field(s): Pvt- X, Pvt-Y
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6--8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
--- -----------------------------------
327853 Database Version 3.1 Date Printed: 05-11-2010 Crop Note Page Page 2 of 2

i
Q�oF w A r�R°t✓
6
17 �
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 RIFCEIV]ED
Edward Dail
Edward Dail 5-12 JUN 2 6 2097
825 NC 24 E
Kenansville, NC 28349 $Y;
Subject: Certificate of Coverage No. 2AWS310049
Edward Dail 5-12 -
Animal Waste Management System
Duplin County
Dear Edward Dail:
In accordance with your application received on 4-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Edward Dail, 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 Edward Dail 5-12, located in Duplin County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 5760 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 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 unnecessary, 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 IH.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. Pled
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Intcrnev www.ncwat uali .o Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50°% Recyctedl10°% Post Consumer Paper
NAo Carolina
tura!!y
Raleigh, NC 27699-1636 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 Perrittee 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 NRCS
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,
fr f
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 AWS310049

ANIMAL FACILITY ANNUAL-CER FICATION FOR1V pR ,
-,. 004
Certificate of Coverage or Permit Number C O County IC�L 01i„ �_ Year 200,E
Facility Name (as shown on Certificate of Coverage or Permit)_ f j,,,,.,,,�4;1 S-12 _
Operator in Charge for this Facility 17e4n, M i _ Certification #
Land application of animal waste as allowed by the above permit occurred during the past calendar year yew
YES NO. If NO, skip Part I and Part 11 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.
Part I : Facility Information:
1. Total number of application Fields Rfor Pulls ❑ (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): 2 Total Useable Acres approved in the CAWMP
j j. ,j-j
2. Total number of Fields gKor Pulls ❑ (please check the appropriate box) on which land application occurred
during the year: -2 Total Acres on which waste was applied 9 /.1,4
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
,2,S'-7 r
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit:
5. Estimated amount of total- manure, litter and process wastewater sold or given to other persons and taken
off site during the year /✓A tons ❑ or gallons ❑ (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
A
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest PQ D _
Smallest fin
(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)
8. Facility's Integrator if applicable. IvIvrO& �..,b �. C RECEIVED
APR 2 8 2004
Part II: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO" �
PLEASE PROVIDIeW „ � TE!� E .
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN
TO BRING THIS FACILITY BACK INTO COMPLIANCE.
Only animal waste generated at this facility was applied to the permitted sites during El"Yes ❑ No
the past calendar year.
AFACF 3-14-03 1

4y
2. The facility was operated in such a way that there was no direct runoff of waste from B'rYes ❑ No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
3. There was no discharge of waste to surface water from this facility during the past 2'Yes ❑ No
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during D-?es ❑ No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the Ules ❑ No
levels specified in this facility's CAWMP during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar year. ❑ Yes 2No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon RTYes ❑ No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
8. A copy of the Annual Sludge Survey Form for this facility is attached to this
Certification.
C/Yes
❑ No
9. Annual soils analysis were performed on each field receiving animal waste during the
P"�fes
❑ No
past calendar year.
30. Soil pH was maintained as specified in the permit during the past calendar Year?
S- (es
❑ No
11. All required monitoring and reporting was performed in accordance with the facility's
C/Yes
❑ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during
, �/
i?/ Yes
❑ No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water Quality.
13. Crops as specified in the CAWMP were maintained during the past calendar year on all RlyYes ❑ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWMP for this facility were P Ye5 ❑ No
maintained during each application of animal waste during the past calendar year.
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate
the information submitted. Based on my inquiry of the person or persons who manage the system, or those
persons directly responsible for gathering the information, the information submitted is, to the best of my
knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for submitting
false information, including the possibility of fines and imprisonment for knowing violations."
11C19 fl Z I /�f i I
and Title (M or print)
Signature of Operator in Charge
(if different from Permittee)
a3~o�L
Date
Date
AFACF 3-14-03 2

NC Division of Water Qualit'v•
Water Quality Section
Non -Discharge Compliance/Enforcement Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Dear Sirs:
Part II, Items 6, 7 & 8; these items were completed before April 241h, 2004
as required by my NPDES permit.
If additional information is needed please contact me and I will provide
whatever available information I might have.
Thank you
Henry Dail

Appendix 1. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number N C 4 -z I i o 4 q
B. Lagoon Identification 57 —/ 2-
C. Person(s) Taking Measurements
D. Date of Measurements 4
E. Methods/Devices Used for Measurement of.
a. Distance from the Iagoon liquid surface to the top of the sludge layer:
PVC- Pclt-
b. Distance from e lagoon
liquid surface to the bottom (soil) of the lagoon:
G -t_
c. Thickness of the sludge layer if making a direct measurement with "core sampler":
10Vc- ;q1-
F. Lagoon Surface Area (using dimensions at inside top of bank): ;j. (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. if more than 1.33 acres. -,%] -L acres x 6 with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as
the estimated number of sampling points needed. Number the intersection points on the lagoon grid
so that data recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "SIudge Survey Data Sheet" (Appendix 2).
1. At the time of the sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gauge pole): 0.4
J. Determine the distance from the Maximum Liquid Level to the Minimum Liquid Level
(use lagoon management plan or other lagoon records): 2
K. Calculate the distance from the present liquid surface level to the Minimum Liquid Level
(Item .1 minus item 1, assuming the present liquid level is below the Maximum Liquid Level): 1.6
L. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measurement points): 9.00
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level
to the top of the sludge layer (average for all the measurement points): 6.22
N. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 2.78
O. Calculate the thickness of the existing Liquid Treatment Zone (Item M minus Item K): 4.62
(Note: If Item O is less than 4 feet; a sludge removal and utilization plan may be required by
N.C. DWQ. See your specific permit or contact DWQ for more information.) c
P. Proceed to the Sludge Volume Worksheet if you desire to calculate sludge volume for a rectangular -
shaped lagoon with uniform side slopes.
Completed by: NP. n r� Da i Date: v� -Q T
Print Name Signature

.Appendix 2. Sludge Survey Data Sheet*
Sludge Survey Data Sheet
Lagoon Identification: — 2
Completed by: (Print Name) -er a;
(Signature)
Date: 4ibu.10 4
(A)
Grid
Point
No.
(B)
Distance from liquid surface
to to of sludge
M
Distance from liquid surface
to lagoon bottom soil
(C) minus (B)
Thickness of sludge layer
Ft & in.
Ft (tenths)
Ft. S in.
Ft. (tenths)
Ft. S in.
Ft. (tenths)
1-
0
6
0
9
0
3
2
6
9
3
3
6
9
3
4
5.6
9
3.4
5
6
9
3
6
6
9
3
7
5.6
9
3.4
8
7
9
2
9
5.6
9
3.4
10
6
9
3
11
6
9
3
12
7.6
9
1.4
13
6
9
3
14
7
9
2
15
6
9
3
16
.7
9
2
17
6
9
3
18
7
9
2
19
6
9
3
20
6
9
3
21
0
22
0
23
0
24
0
Average
0.00
6.22
0.00
9.00
1 0.00
2.78
*All Grid Points and corresponding sludge layer thicknesses must be shown on a sketch attached to
this Sludge Survey Data Sheet
See Appendix 4 for conversion from inches to tenths of afoot

Appendix 3. Sludge Volume Worksheet.
The average thickness of the sludge layer is determined from information on the Lagoon Sludge Survey Form.
In this example, the average sludge layer thickness is 2.5 feet. If the lagoon is a standard geometric shape, the
volume of sludge in the lagoon can then be estimated by using standard equations. For rectangular lagoons
and constant side slope, calculate length and width at the midpoint of the sludge layer, and multiply by sludge
layer thickness to calculate sludge layer volume, as shown in the example. For irregular shapes, convert the
total surface area to a square shape.
Example Your lagoon
A.
Average Sludge LayerThickness (T)
2.5 ft.
2.8
B.
Depth of lagoon from top of bank
to bottom soil surface (D)
11 ft.
11.1
C.
Slope = horizontal/vertical side slope(S)
3
1.5
D.
Length at top inside bank (L)
457 ft.
450
E.
Width at top inside bank (W)
229 ft.
141
F.
Length at midpoint of sludge layer
Lm = L — 2 S (D- (T/2))
398.5 ft.
420.9
G.
Width at midpoint of sludge layer
Wm = W — 2 S (D — (T/2))
170.5 ft.
111.9
H.
Volume of sludge (V)
169,860
130890.0
V = Lm Wm T
ft,
CUM
I. Volume in gallons
Vg =V * 7.5 gal./ft3. 1,273,95 979057.1
0 gal. gal.

Hai! l3r
Others
Fac 3149
To 's

Cd wa.4 C)a; r J_— 12, F4L -k-- j / - q j
Nutrient Management Plan For Animal Waste Utilization
1 0-07-2002
This plan has been prepared for:
Dail Brothers Farms
Dail Brothers
825 NC 24 East
Kenansville, NC 28349
910-296-1017
This plan has been developed by:
Billy W Houston
Duplin Soil & Water
PO Box 219
Kenansville, NC 28349
910-296-2120
R IDENR/00
Deve oper Signature RQUIFgP'PPnTFr.rnN SECjIQN
MAR 2 3 2009
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
A� 7
Signs a (own Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:" :a,—
Technicg Specialist Signature Date
RECD APR 2 9 2009
-------------------------------------------------------------------------------------------------------------------------
441228 Database Version 2.0 Date Printed: 10-07-2002 Cover Page 1

,I /
Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 5,339,520 gals/year by
a 5,760 animal Swine Finishing Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
12298
Incorporated
21121
Injected
23259
Irrigated
13367
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
jfiYear�(-1
15,835.77
6,325,456
-985,936
Year 2
14,881.35
5,944,221
-604,701
0
-------------------
-----------------------------------------------------------------------------------------------------
Note: In source ID. S means standard source, U means user defined source.
441228 Database Version 2.0 Date Printed: 10-07-2002 Source Page I of I

Narrative
The acres used are based on calculations done using Arc -View.
Total Acres on Interior Radius 47.55Ac
Total Acres on Exterior Radius 57.51 Ac.
Pivot X
Interior 20 Deg @ 0.6604 Ac per 5 Deg. 2.6416Ac
Exterior 295 Deg @ 0.7987 Ac per 5 Deg. 47.1233Ac
Total 49.76Ac.
Pivot Y
Interior 10 Deg @ 0.6604 Ac per 5 Deg. 1.3208Ac
Exterior 252.5 Deg @ 0.7987Ac per 5 Deg. 40.3343Ac
Total 41.66Ac.
------------------------------------------------------------ ------------------------ ----------------
44122s Database Version 2.0 Date Printed: 10-07-2002 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field.
Realistic Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each
field is shown, where available.
Planned Crops S
Tract
Field
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
1879
P-y
N/A
Norfolk
Corti, Grain
100 bu-
Wheat, Grain
52 bu.
Soybeans, Manured, Double Crop
30 bu.
4215
P-X
NIA
Norfolk
Corn, Grain
100 bu
Wheat, Grain
52 bu.
Soybeans, Manured, Double Crop
bu.
Ll
Potential Leachin2
Technical Guidance
Low potential to contribute to
None
2
soluble nutrient leaching below the
root zone.
= 2 &
oderate potential to contribute to
Nutrient Management (590) should be planned.
< = i0
soluble nutrient leaching below the
root zone.
igh potential to contribute to
Nutrient Management (590) should be planned. Other conservation practices that
soluble nutrient leaching below the
improve the soils available water holding capacity and improve nutrient use efficiency
10
root zone.
should be considered. Examples are Cover Crops (340) to scavenge nutrients,
Sod -Based Rotations (328), Long -Term No -Till (778), and edge -of -field practices such
s Filter Strips (393) and Riparian Forest Buffers (391).
---------
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient
requirements, and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by
manure or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be
applied on each field in order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the
total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being
utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be
used to balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the
application of animal waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field
Waste Utilization Table
Year I
Trail
I Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm,
Fen.
Nutrient
Applied
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Ibs/A
1000
Ral/A
tons
1000 Rals
tons
1879
P-Y
S7
Norfolk
41.66
41.66
Com, Grain
100bu.
2/15.6/30
*125
0
•15
Irrig.
110
43.94
0
1,830.48
0.00
1879
P-Y
S7
Norfolk
41.66
41,66
Wheat, Grain
52 bu.
911-3/
109
0
01
lrrig 1
63
25.25
0
1,052.03
0.00
4215
P-X
S7
Norfolk
49.76
49.76
Com, Grain
100 bu.
2/15.6130
$125
0
.15
[trig.
110
43.941
0
2,186.38
0.00
4215
P-XI
S7
Norfolk 149.76
49.76
Wheat, Grain
52 bu.
9/1-3/31 j
109
0
0
Irrip,
63
25.25
0
1,256.57
0.00
Total Applied, 1000 gallons
6,325.46
v%
Lague Liquids
Total Produced, 1000 gallons
5,339.52
Balance, 1000 gallons
-985.94
Total Applied, tons
Manure Solids
Total Produced, tons
'e;j,rta
0.00
Balance, tons
ra '';k `A;`
0.00
Notes: 1. in the tract column. symbol -- mwis leased, otherwise. owned. 2. Symbol • means user entered data.
- -- ------------------------------------------------------------------ ------------------------ -------------- ---------------•-------------------------------------------------------
441228 Database Version 2.0 Date Printed: ton102 -�K See. a,-Aw�,t WUT Page 1

"zation Table
Tract
I Field
Source
1.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fat.
Nutrient
Applied
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
' Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Ibs/A
1000
l/A
tons
1000 Rats
tons
1879
P-Y
S7
Norfolk
41.66
41,66
Wheat, Grain
52 bu.
911-3/31
109
0
0
Irrig.
46
18.29
0
76L81
0.00
1979
P-Y
S7
Norfolk
41,66
41.66
Soybeans, Manured, Double Crop
30 bu.
•411-9/30
117
0
0
Irriaa,
117
46,74
0
1,946.96
0.00
4215
P-X
S7
Norfolk
49,76
49.76
Wheat, Grain
52 bu.
911-3131
109
0
0
Irrig,
46
18.29
0
909.93
0.00
42t5
P-X
S7
Norfolk
49.76
49.76
Soybeans, Manured, Double Crop
30 bu.
'411-9f30
117
0
0
brig
117
46.74
0
2,325.51
0.00
Total Applied, 1000 gallons
5,944.22
,
Lagoon Liquids
Total Produced, 1000 gallons
3,339.52
`
Balance, 1000 gallons
-604.70
.
Total Applied, tone
1G 3, i
0.00
Manure Solids
Total Produced, tans
��ir',kli
0.00
Balance, tone
Mtn'' ".^3
0.00
Notes: I. In the tract oolumn, symbol —means leased, otherwise, owned. 2. Symbol ' means user entered data.
22,
------------------------------------------------------------- -- - ----
441228 Database Version 2.0 Date Printed; 10/7/02 WUT Page 2

The Irrigation Application Factors for each field in this plan are shown in the following table.
Infiltration rate varies with soils. If applying waste nutrients through an irrigation system, you must
apply at a rate that will not result in runoff. This table provides the maximum application rate per hour
that may be -applied to each field selected to receive wastewater. It also lists the maximum application
amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field 1
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
1879
P-Y
Norfolk
0.50
0.96
4215
P-X
Norfolk
0.50
0.96
-------------------------------------------------------------------------------------------------------------------------
441228 Database Version 2.0 Date Printed: 10-07-2002 IAF Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. 'These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting.
Since nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not
be used for sludge application. If this is not possible, care should be taken not to load effluent application fields
with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface
water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels
may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gallac
Minimum Acres i
5 Year$ Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13_16
72.21
144.42
216.63
Hav 6 ton RY.L.
300
26.32
36.10
72.21
10831
Soybean 40 bu
160
-14.04
67.70
135.34
203.09
----------------------------------------------------------------------------------------- ----- ------ --
441228 Database Version 2.0 Date Printed: 10-07-2002 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The r
start date is a value entered by the user and is defined as the date prior to applying nutrients to the first
crop in the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the
design storage volume of the structure. Either of these situations indicates that the planned application
interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Availahle Waste Storage Canacitv
Source Name
I Swine Feeder -Finish La oon Liquid
Desi n Storage Capacity (Days)
Start Date
10/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
58
1
2
85
1
3
109
1
4
134
1
5
158
1
6
180
1
7
149
1
8
118
1
9
126
1.
10
133
I
11
141
1
12
154
2
1
161
2
2
171
2
3
178
2
4
180
2
5
180
2
6
I80
2
7
180
2
8
180
2
9
I80
2
10
149
2
11
119
2
12
t 88
* Available Storage Capacity is calculated as of the end of each month.
--------------------------------------------------------------------------------------------------------------------------
441228 Database Version 2.0 Date Printed; 10-07-2002 Capacity Page 1 of I

Required Specifications For Animal Waste Management
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 that 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 Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving 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. I
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 by dishing 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).
----------------------------------------------------------------------------------- -------------------------------------
441228 Database Version 2.0 Date Printed: 10/7/02 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
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 that 25 feet to perennial
waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
e
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.
--------------------------------------------------------------------------------------------------------------------------
441228 Database Version 2.0 Date Printed: 10/7/02 Specification Paize 2

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 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.
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 "closdre 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.
------------------------------------------------------------------------------------------------------------------------
441228 Database Version 2.0 Date Printed: 10/7/02 Specification Page 3

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 v
level between the markers. A marker will be required to mark the
maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied.
Nitrogen shall be the rate -determining nutrient, unless other restrictions
require waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in
the soils 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 five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
------------------------------------------------------------------- ---- --- M1
441228 Database Version 2.0 "Date Printed: 1017/02 Specification Paoe 4

Crop Notes
The following crop note applies to field(s): P-X, P-Y
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations
should be determined by the hybrid being planted. Increase the seeding rate by 10% when planting no -till.
Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When
planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted
practice is to apply 20-30 lbslacre N and 20-30 lbslacre phosphorus banded as a starter and one-half the
remaining N behind the planter. The rest of the N should be applied about 30-40 days after emergence. The
total amount of N is dependent on soil type. When including a starter in the fertilizer program, the
recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples
can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely
management of weeds and insects are essential for corn production.
The following crop note applies to #ield(s): P-X, P-Y
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 112" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum
time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small
Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till.
Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green
book" and information from private companies to select a high yielding variety with the characteristics
needed for your area and conditions. Apply no more than 30 lbslacre N at planting. Phosphorus and potash
recommended by a soil test report can also be applied at this time. The remaining N should be applied
during the months of February -March. The total N is dependent on the soil type. Plant samples can be
analyzed during the growing season to monitor the nutrient status of the wheat. Timely management of
diseases, insects and weeds are essential for profitable wheat production.
------------------------------------------------------------------------------------------------------------------------
441228 Database Version 2.0 Date Printed: 10-07-2002 Crop Note Page 1 of 2

The following crop note applies to field(s): PA, P-Y
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant
populations. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4
seed/row foot for 7-8" drills; 4-6 seed/row foot for 1 S" rows; 6-8 seed/row foot for 30" rows and 8-10
seed/row foot for.36" rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth
should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash recommended for the
soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally
grown without additions of nitrogen. However, applications of 20-30 Ibs/acre N are sometimes made at
planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to
monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential
for profitable double crop soybean production.
------------------------------------------------- - - - - ----------- - - - - ------ - - - - -------- - - - - -- -- -----
441228 Database Version 2.0 Date Printed: 10-07-2002 Crop Note Page 2 of 2

I
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C, the Clean Water Act and 40 CFR 122.41 including civil penalties, criminal
penalties, and injunctive relief.
If you wish to continue_ the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 190 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 Sue Homewood at [phone] ext. 502.
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 Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District
Permit File NCA231049
Permit File AWS310049
NDPU Files

0� WAr�9 t Michael F. Easley, Govemor
William G. Ross'Jr., Secretary
North Carolina Department of Environment and Natural Resources
r
Alan W. Klimek, P_ E., Director
0 Division of Water Quality
April 9, 2003
Edward & Henry Dail
Edward Dail 5-12
825 NC 24 East
Kenansville NC 28349
Subject: Certificate of Coverage No. NCA231049
Edward Dail 5-12
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Edward & Henry Dail:
On March 14, 2003, the North Carolina Division of Water Quality (Division) issued an NPDES General
Permit for swine facilities. -The General. Pen3tit was issued to enable swine facilities in North Carolina to
obtain coverage under a single permit that addresses both State and Federal requirements.
In accordance with your application received on February 3, 2003, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Edward & Henry Dail, authorizing the operation of the subject
animal waste collection, treatment, storage and land application system in accordance with NPDES
General Permit NCA200000. The issuance of this COC supercedes and terminates your COC Number
AWS310049 to operate under State Non -Discharge Permit AWG100000_
This approval shall consist of the operation of this system. including, but not limited to, the management
of animal waste from the Edward Dail 5-12, located in DuplinCounty, with an animal capacity of no
greater than an annual average of 5760 Feeder to. Finish swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until July 1, 2007. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's 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 fortes used for record keeping and reporting. Please pax careful attention to the record keeping
and monitoring conditions_ in this permit. The Devices to Automatically Stop Irrigation Events Form
must be returned to the Division of Water Qualfty no later than 120 da s following -receipt of the
Certificate of Coverage. The Animal Facility Annual Certification Form must be completed and returned
to the Division of Water Quality by no later than March 1st of each year.
Mr NNt�
Non -Discharge Permitting Unit Internet httpJ/h2o.enr.stale.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% recycled/10% post -consumer paper

I -„
!ve-Gf dwaA boot 1 r e J-- 12--
('0Py
Fa`1�- J1-41
Nutrient Management Plan For Animal Waste Utilization
10-07-2002
This plan has been prepared for:
Dail Brothers Farms
Dail Brothers
825 NC 24 East
Kenansville, NC 28349
910-296-1017
This plan has been developed by:
Billy W Houston
Duplin Soil & Water
PO Box 219
Kenansville, NC 28349
910-296-2120
Devel-oper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
16-7 -dZ
Date
/ c> rfZO 'L�—
Date
owfe,,
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission. .
Plan Approved By: Lo
2
Technica Specialist Signature Date
-------------------------------------------------------------------------------------------------------------------------
441228 Database Version 2.0 Date Printed, 10-07-2002 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 5,339,520 gals/year by
a 5,760 animal Swine Finishing Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
12298
Incorporated
21121
Injected
23259
Irrigated
13367
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
15,835.77
6,325,456
-985,936
Year 2
14,881.35
5,944,221
-604,701
---------- ----------------•------------------- -- - ------ - -
Note: In source ID. S means standard source, U means user defined source.
441228 Database Version 2.0 Date Printed: 10-07-2002 Source Page I of 1

Narrative
The acres used are based on calculations done using Arc -View.
Total Acres on Interior Radius 47.55Ac
Total Acres on Exterior Radius 57.51 Ac.
Pivot x
Interior 20 Deg @ 0.6604 Ac per 5 Deg. 2.6416Ac
Exterior 295 Deg @ 0.7987 Ac per 5 Deg. 47.1233Ac
Total 49.76Ac.
Pivot Y
Interior 10 Deg @ 0.6604 Ac per 5 Deg. 1.3208Ac
Exterior 252.5 Deg @ 0.7987Ac per 5 Deg. '40.3343Ac
Total 41.66Ac.
-------------------------------------------------------------------------------------------------------------------------
441228 Database Version 2.0 Date Printed: 10-07-2002 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plats for each field.
Realistic Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each
field is shown, where available.
Planned Crops Summary
Tract
Field
Leaching
Ind- (LI)
Soil Series
Crop Sequence
RYE
1979
P-Y
NIA
Norfolk
Corn, Grain
100 by.
Wheat, Grain
52 bu.
soybeans, Manured, double Crop
30 bu.
4215
P-X
NIA
Norfolk
Corn, Grain
i00
Wheat, Grain
52 bu.
Soybeans, Manured, Double Crop
30 brr.
LI
Potential Leaching
Technical Guidance
Low potential to contribute to
None
2
soluble nutrient leaching below the
root zone.
> = 2Moderate
potential to contribute to
Nutrient Management (590) should be planned.
< = 10
soluble nutrient leaching below the
of zone.
High potential to contribute to
Nutrient Management (590) should be planned. Other conservation practices that
soluble nutrient leaching below the
improve the soils available water holding capacity and improve nutrient use efficiency
> 10
root zone.
should be considered. Examples are Cover Crops (340) to scavenge nutrients,
Sod -Based Rotations (328), Long -Term No -Till (778), and edge -of -field practices such
s Filter Strips (393) and Riparian Forest Buffers (391).
---------------------------------------------------------------------------------------------------------------------------------------------------
441228 Database Version 2A Date Printed: 10-07-2002 PCS Page 1 of 1
NOTE: Symbol • means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient
requirements, and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by
manure or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be
applied on each field in order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the
total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Depending on the requiremerts of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being
utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be
used to balance the nutrient application amounts with the realistic yields of the crop to be grown Nutrient management plans may require that the
application of animal waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field
Tract
Field
Source
I.D.
Soil Series
Total
Acre
US,
Ames
Crop
RYE
Applic.
Period
Nitrom
PA
Nutrient
Rcq'd
Comm
Fert.
Nutrient
Applied
Rea.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
I Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
lbs/A
1000
1/A
tons
1000 PAIS
tans
1979
P-Y
S7
Norfolk
41.66
41.66
Corn, Grain
100bu.
2/I5.6/30
•125
0
•15
Irrix
110
43.94
0
1,830.48
0.00
1879
P-Y
S7
Norfolk
41.66
41.66
Wheat, Grain
32 bu.
911-3/31
109
0
0
brig.
63
25.25
0
1,052.03
0.00
4215
NX
S7
Norfolk
49,76
49.76
Corn, Grain
100bu.
21IM50
•125
0
015
brig,
116
43.94
0
2,186.38
0.00
4213
NX
S7
Norfolk
49.76
49.76
wheat, Grain
52 bu.
911-3/31
1091
0
0
Irriz
63
25.25
0
1,256.57
0.00
Total Applied, 1000 gallons
6,325.46
Lagoon Liquids
Total Produced, 1000 gallons
5,339.52
Balance, 1000 gallons
-983.94
Total Applied, tone
0.00
Manure Solids
Total Produced, tans
0.00
Halanceq tons
0.00
Notes: 1. In the trail column, symbol —means leased, otherwise, owned. 2. Symbol 4 means user entered data.
-----------•--•----------•-------------------•-------------------------------------------.------------------ -------------------- --•--•--------------------------------------------------------
441228 Database Version 2.0 Date Printed: 10/7/02 WUT Pale 1

Waste ITtili7atinn TahIP
vpnr 7
Trail
Field
Source
I.D.
Soil Series
Total
Acre
Use,
Acres
Crop
RYE
Applic.
I Period
Nitrogen
PA
Nutrient
Read
Comm.
Fert
Nutrient
Applied
Res.
(lbslA)
Applies
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
I N
lbs/A
1000
galJA
tons
1000 Is
ions
1879
P-Y
S7
Norfolk
41.66
41.66
Wheat, (train
52 bu.
9l1-3131
109
0
0
Ir ix
46
18,29
0
761.91
0.00
1979
P-Y
S7
Norfolk
41.66
41.66
Soybeans, Manured, Double Crop
30 bu,
*411-9/30
117
0
0
Irrip,
117
46.74
0
1,946.96
0.00
4215
P-X
S7
Norfolk
49.76
49.76
Wheat, Grain
52 bu.
911.3/31
109
0
0
I rig
46
18.29
0
909.93
0.00
4215
P-X
S7
Norfolk
49.761
49.76
Soybcws, Manured, Double Crap
30 bu.
*4/1-9/30
1 t7l
0
0
brig,
117
46.74
0
2,325.51
0,00
Total Applied, 1000 gallons
3,944.22
Lagoon Liquids
Total Produced, 1000 gallou
5,339.52
ISM
Balance, i000 gallon
-604.70
ink
Total App lied, tau
Odkm
0.00
Manure Solids
Total Produaed,tons
WIMI0.00
Balance,tones
0.00
Notes: 1. In the trail column, symbol —means leased, otherwise, owned. 2, Symbol * means user entered data.
441228 Database Version 2.0 Date Printed: 10/7/02 WUT Pate 2

The Irrigation Application Factors for each field in this plan are shown in the following table.
Infiltration rate varies with soils. if applying waste nutrients through an irrigation system, you must
apply at a rate that will not result in runoff. This table provides the maximum application rate per hour
that may he -applied to each field selected to receive wastewater. It also lists the maximum application
amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(incheslhant)
Application Amount
(inches)
1879
P-Y
Norfolk
0.50
0.96
4215
P-X
Norfolk
0.50
0.96
----------------------- --------------------------------------------------------------------------------------------------
441228 Database Version 2.0 Date Printed: 10-07-2002 LAY Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe number of acres needed for
sludge utilization for the indicated accumulation period. 'These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facUity and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting.
Since nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not
be used for sludge application. If this is not possible, care should be taken not to load effluent application fields
with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface
water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels
may also be a concern.
Lagoon Sludge Nitrogen Utilimtion Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
72.21
144.42
216.63
Hay 6 ton R.Y.E.
300
26.32
36.10
72.21
108-31
Soybean 40 bu
160
14.04
67.70
135.39
203-09
-------------•-----------------------------------------------------------------------------------------------------------------------------
441228 Database Version 2.0 Date Printed. 10-07-2002 Sludge Page 1 of i

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available- storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The
start date is a value entered by the user and is defined as the date prior to applying nutrients to the first
crop in the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage rapacity is greaterthan the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the
design storage volume of the structure. Either of these situations indicates that the planned application
interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Ca aci
Start Date
10/ l
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
58
1
2
85
1
3
109
1
4
134
1
5
158
l
6
180
1
7
149
1
8
118
1
9
126
1
10
I33
1
11
141
1
12
154
2
l
161
2
2
l7l
2
3
178
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
149
2
11
119
2
12
88
* Available Storage Capacity is calculated as of the end of each month.
--------------------------------------------------------------------------------------------------------------------------
441228 Database Version 2.0 Date Printed: 10-07-2002 Capacity Page 1 of I

Required Specifications For Animal Waste Management
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 that 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 Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving 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 by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
G. 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).
--------------------------------------------------------------------------------------------------------------------------
441228 Database Version 2.0 Date Printed: 10/7/02 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
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
brealdng 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 that 25 feet to perennial
waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
-------------------------------------------------------------------------------------------------------------------------
441228 Database Version 2.0 Date Printed. 10/7/02 Specification Page 2

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 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.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such
as trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be
inspected on a regular basis to prevent breakdowns, leaks, and spills. A
regular maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and
other crops for direct human consumption. However, if animal waste is
used on crops for direct human consumption, it should only be applied
pre -plant with no further applications of animal waste during the crop
season.
--------------------------------------------------------------------------------------------------------------------------
441228 Database Version 2.0 Date Printed. I0/7/02 Specification Page 3

21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid
level between the markers. A marker will be required 'to mark the
maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied.
Nitrogen shall be the rate -determining nutrient, unless other restrictions
require waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in
the soils 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 rive 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 five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
-------------------------------------------------------------------------------------------------------------------- ----
441228 Database Version 2.0 Date Printed: 10/7/02 Specification Page 4

.i
Crop Notes
The following crop note applies to field(s): P-X, P-Y
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations
should be determined by the hybrid being planted. Increase the seeding rate by 10% when planting no -till.
Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When
planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted
practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a starter and one-half the
remaining N behind the planter. The rest of the N should be applied about 3040 days after emergence. The
total amount of is dependent on soil type. When including a starter in the fertilizer program, the
recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples
can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely
management of weeds and insects are essential for corn production.
The following crop note applies to field(s): P-X, P-Y
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum
time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small
Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till.
Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green
book" and information from private companies to select a high yielding variety with the characteristics
needed for your area and conditions. Apply no more than 30 lbs/acre N at planting. Phosphorus and potash
recommended by a soil test report can also be applied at this time. The remaining N should be applied
during the months of February -March. The total N is dependent on the soil type. Plant samples can be
analyzed during the growing season to monitor the nutrient status of the wheat. Timely management of
diseases, insects and weeds are essential for profitable wheat production.
-------------------------------------------------------------------------------------------------------------------------
441228 Database Version 2.0 Date Printed: 10-07-2002 Crop Note Page 1 of 2

The following crop note applies to field(s): P-X, P-Y
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting -completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant
populations. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4
seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 5-10
seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth
should be 1-1 1 /2" and adequate depth control is essential. Phosphorus and potash recommended for the
soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally
grown without additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at
planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to
monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential
for profitable double crop soybean production.
----- ------------------------------------------------------------------------------------------------------------------
441228 Database Version 2.0 Date Printed: 10-07-2002 Crop Note Page 2 of 2

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Fac,-#�l 49
Scale
&
81 ft
End Throw,
YY
'17111 1
cp
y Pivot
Point. X Pivot, -1::;j 41.66 Ac,
Point
49.76 AC;I
A- I
81 ft
End Throw

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.p
Field Calibration Procedures
for Animal Wastewater Application Equipment
Irrigation System Calibration Data Sheet for Center Pivot and Linear Move Irrigiation System
Date: "dam Landowner Farm No. ,Z 25Ao-P-
a. System specifications ;�o / P177
Sprinkler rated diameter feet -I I,I�Z� G � TOh
End gun wetted radius feet 2v MP eleeI7 G/D�
Sprinkler spacing along lateral feet C.X rlC�l A
�m����
End gun distance from boss tower feet I
Number of towers Tower spacing feet ImpellerDia
b. Distance to first gauge 90 ft Spacing between collection containers ft
C. Calibration area length (ft)
Number of gauges = + 1 =
Gauge spacing (ft)
System length - Distance to towerone + End gun radius
+1=
Gauge spacing (ft)
d. Start of irrigation event Wind O 8 P _
direction 5 7 ? F ,r
e. End of irrigation event 3 a 5 I
f. Duration (e-d) minutes 2
g. Travel distance (end tower)- feet pA
h. Operate the system and collect data
1. Sum of all catchesg2.,,:?3 inches
j. Average catch (1/c) L%6 inches
k. Usable catches (containers greater than one half of j)
Adjusted average (sum containers #1 to last usable can / number usable cans)
Adjusted average -" inches
I. Sum of all deviations from the adjusted average catch inches
m. Average deviation from average catch (I / #usable cans ) inches
n. Uniformity coefficient
Q&kk) - . b� (m)
uc = x 100 = 7
�k) 1.E
o. Interpret the calibration data and make necessary adjustments. Contact an irrigation dealer or Certified
Technical Specialist if adjustments are needed.
VJ

CENTER PIVOT AND LINEAR MOVE
IRRIGATION SYSTEM
Calibration Data Sheet
Gauge Distance Volume Deviation
No. from Boss Collected from Average*
(feet) (inches) (inches)
1 -4)5 1004
2 - L5 /)Aj
3
4 115
s �D
6 lip 5 -
7
8 a�v •'�,i1,�C/O
10
11�
12 5/5
13 —�YQ , n
14 t'O 5 • (r p
1s
16j ,D'�`I -0-Q(p
17 IN D
18105 05 �
19 dL
20 56 , D`� •��
21 51-6 07 Q�
22 5 . 24
23 '4510 • lJc.J . 0173�0
24 kz-5 eo 101&
25 -& -O dip 0, r� •
26 1A&5y /! 1-0
27 —00 Rio �p
28 5 , 06 -ff-a
29,y
305 A2&
31 -�9v �7
`Absolute value; treat all values as pas ive.A/n,5
7

State of North Carolina / Department of Environ4n't
and Natural Resources i,J�
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
July 2, 2001
CERTIFIED MAJI.
RETURN RECEIPT REQUESTED
Edward Dail
Edward Dail 5-12
825 NC 24 East
Kenansville NC 28349
14CDEO
-4�
NORTH CAROLINA DEPARTMENT Or
ENVIRONMENT AND NATURAL RESOURCES
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Edward Dail 5-12
Facility Number 3149
Duplin County
Dear Edward Dail:
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 John Hunt on 7129/99 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 John Hunt the necessary information
to potentially exempt your facility from undergoing a complete wettable acre determination.
Please submit this information to John Hunt, at 3800 Barrett Drive, Raleigh, NC 27609,
within in 90 days of the receipt of this letter. If you have any questions please contact John
Hunt at [phone]. If within 90 days you are unable to provide John Hunt 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.
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

Notification for Wettable Acre Determination
Animal Waste Management System
w
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 DWO 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. DWO 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 vrnj 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,
Kerr T. Stevens
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
Carroll's Foods, Inc.

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Edward Dail
Edward Dail 5-12
825 NC 24 East
Kenansville NC 28349
Dear Edward Dail:
IT
i
A ffw�;Ikq
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RE50URCE5
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 31-49
Duplin County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRR1, IRR2, DRY1, DRY2, DRYS, SLURl, SLUR2,
SLD1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
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 Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
Sincere]
Kerr T. Stevens, Director
Division of Water Oualitv
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
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

Revised April 20, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number 2f -_ck� Operation is flagged for a wettable
Farm Name: jj),A,`acre determination due to failure of
On -Site Representative: Eow-N� L>A,'L.- Part 11 eligibility items) F1 F2 F3 F4
Inspector/Reviewer's Name: T. +Jj,,Y'r'
Date of site visit: ? f zP1 125
Date of most recent WUP:
Annual farm PAN deficit: ?5 -7, pounds
Operation not required to secure WA
determination at this time based on
exemption E1 E2 E3 E4
Operation pended for wettable acre
determination based on P2 P3
Irrigation System(s) - circle #: 1. hard -hose travelenter-pivot system; 3. linear -move system;
4. stationary sprinkler system w/permanent pipe; 5. nary sprinkler system w/portable pipe;
6. stationary gun system w/permanent pipe; 7. stationary gun system w/portable pipe
PART I. WA Determination Exemptions (Eligibility failure, Part II, 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 II. Complete eligibility
checklist, Part II - F1 F2 F3, before completing computational table in Part II1).
PART II. 75%,Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required because operation fails -one of theeligibility
requirements listed below:
F1 Lack of acreage which resulted in over.application of wastewater (PAN) on spray
fields) according tofarm's last two years -of irrigation-Tecords. .
F2 Unclear, illegible, or lack of information/map.
F3 Obvious field limitations (numerous ditches; failure to -deduct required
buffer/setback acreage; or 25% of total acreage identified.in CAWMP includes
small, irregularly shaped fields - fields less than 5 acres fortravelers-or less than
2 acres for stationary sprinklers).
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 Apri120, 1999
Facility Number :3f
Part Ill. Field by Field Determination
of
75% Exemption Rule for WA Determination
TRACT
NUMBER
FIELD
NUMBER"
TYPE OF
IRRIGATION
SYSTEM
TOTAL
ACRES
CAWMP
ACRES
FIELD
%
COMMENTS'
f
i�
i
E
FIELD NUMBER' - hydrant_ pull. zone_ or point numbers may be used in place of field numbers
depending on CAWMP
and type of irrigation system. If pulls, etc. cross more than one field, inspector/reviewer 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 on map.
COMMENTS'- back-up fields with CAWMP acreage exceeding 75% of its total acres and having received less than 50%
of its annual PAN as documented in the farm's previous two years' (1997 & 1998) of irrigation records,cannot serve as the
sole basis for requiring a WA Determination. Back-up fields must be noted in the comment section and must be -accessible
by irrigation system.
Part IV. Pending WA Determinations
Pi Plan lacks following information: c-At-� s�avt•'.J c
P2 Plan revision may satisfy 75% rue based on adequate overall PAN deficit and by
adjusting all field acreage to below 75% use rate
P3 Other (ie/in process of installing new irrigation system):

State of North Carolina
Department of Environme CErVED
and Natural Resources
Division of Water Quality APR 17 1998
James B. Hunt, Jr., Governor By:
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
April 17, 1998
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Edward at
Edward Dail 5-12
825NC24E
Kenansville NC 28349
Farm Number: 31 - 49
Dear Edward Dail:
You are hereby notified that Edward Dail 5-12, in accordance with G.S. 143-215.1 OC, must apply for
coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has sixty 60
days to submit the attached application and all supporting documentation. In accordance with Chapter 626 of
1995 Session Laws (Regular Session 1996), Section 19(c)(2), any owner or operator who fails to submit an
application by the date specified by the Department SHALL NOT OPERATE the animal waste system
after the specified date. Your application must be returned within sixty (60) days of receipt of this letter.
Failure to submit the application as required may also subject your facility to a civil penalty and other
enforcement actions for each day the facility is operated following the due date of the.application.
The attached application has been partially completed using information listed in your Animal Waste
Management Plan Certification Form. If any of the general or operation information listed is incorrect please
make corrections as noted on the application before returning the application package. The signed original
application, one copy of the signed application, two copies of a general location map, and two copies of the
Certified Animal Waste Management Plan must be returned to complete the application package. The completed
package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
Post Office Box 29535
Raleigh, NC 27626-0535
If you have any questions concerning this letter, please call Mike Lewandowski at [phone]
extension 362 or Dave Holsinger with the Wilmington Regional Office at [phone].
Sincerely,
A. reston Howard, Jr., P.E.
cc: Permit File (w/o encl.)
Wilmington Regional Office (w/o encl.)
P.O. Sox 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

�—f
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
August 18, 1998
Edward Dail
Edward Dail 5-12
825 NC 24 E
Kenansville NC 28349
/ • •
M�Am�
NCDENR
NORTH C,AROLMA DEPARTMENT OF
ENVIRONMENT AND N/QURAL RESOURCES
"081 VBD AUG 2 1 1998
Subject: Certificate of Coverage No. AWS310049
Edward Dail 5-12
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Edward Dail:
In accordance with your application received on June 15, 1998, we are forwarding this
Certificate of Coverage (COC) issued to Edward Dail, 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 the Edward Dail 5-12 Farm, located in Duplin County, with an
animal capacity of no greater than 5760 Feeder to Finish 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.
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.
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
P.O. Box 29535, Raleigh, North Carolina 27626-05M Telephone [phone] FAX [phone]
.An Equal Opportunity Affirmative Action Employer 50% recycledt 10% post -consumer paper

Certificate of Coverage AWS310049
Edward Dail 5-12
Page 2
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
A. Preston Howard, Jr., P.E.
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

�3-
State of North Carolina R E i
t r G V r=
5. Department of Environment and Natural ResdbfiM ML;;F iYS ,/j/
Division of Water Quality
Non -Discharge Permit Application Form JUN 15 1998
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Liquid Animal Waste r0porafiOM l;n9
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
I .I Facility Name: Edward Dail 5-12
12 Print Land Owner's name: Edward Dail
1.3 Mailing address: 825 NC 24 E
City, State: Kenansville NC Zip: 28349
Telephone Number (include area code): 9 1 p - Zq t, - 1019 (&fF; gd)
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): Hw 24 E from Kenansville. Turn left on sr 1729 farm
is .2 miles on left (north)
1.6 Print Farm Manager's name (if different from Land Owner): G 0, ;
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Carroll's Foods Inc
1.8 Date Facility Originally Began Operation: 01/01/92
1.9 Date(s) of Facility Expansion(s) (if applicable): A
2. OPERATION INFORMATION:
2.1 Facility No.: _31 _ (county number); —49 (facility number).
2.2 Operation Description: Swine operation
Fir to Finish
5760- Certified Design Capacity
Is the above information correct? E6yes; 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.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
Wean to Feeder Layer Dairy
Feeder to Finish Non -Layer Beef
Farrow to Wean (# sow) Turkey
Farrow to Feeder (# sow)
Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 1/28/98 Page 1 of 4 31 - 49

{3
L
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 98.5 ; Required Acreage (as listed in the AWMP): 77.5
2.4. Are subsurface drains present within 100' of any of the application fields? OE or NO (please circle one)
2.5 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO (please circle one)
2.6 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? p J D ! 19 z
What was the date that this facility's land application areas were sited? _ O 1119
3. • 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.
Applicants,, '
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:
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.)
3.3.3 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 land 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.)
If your CAWMP includes components not shown on this list, such as an irrigation design,
or site evaluation, please include the additional components with your submittal.
a
FORM: AWO-G-E 1/28/98 Page 2 of 4 31 - 49

Facility Number: 31 - 49
Facility Name: Edward Dail 5-12
4. APPLICANT'S CERTIFICATION:
1, EMI wArd Qa i I (Land Owner's name listed in question 1.2), attest that
this application for F ,.,a.o( I Jai 1 S - I 2- (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 sup p rting information and attachments are not included, this application
package will be return to me as in mpl
Signature — Date CC -
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
G . Da (Manager's name listed in question 1.6), attest that this
application for a� �` 2 _(Facility name listed in question 1.1)
has been reviewer 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 su orting information and attachments are not included, this application
package will be retum as incom lete.
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
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 1/28/98 Page 3 of 4 31 - 49

#. s
- DI`ZSION OF WATER QUALITY REGIONAL OFFICES (1/98)
Asheville Regional WQ Supervisor
59 Wood`in Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
. Cherokee
Polk
Clay
Rutherford
Graham
Swain
HaN- wood
Transylvania
Hcrdersor,
V'ancc_,
Jackson
Favene`•ille Regional Vti'Q Supervisor
V'achovia Buiiain2. Suite 714
Faveneville. N*C 28301
(9 i 0) 486- l 541
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mall
VA'ashington, NC 27889
[phone]
Fax [phone]
Beaufort ]ones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pin
Gates
Tyrell
Gri cnc
Wasaington
Hertford
Wane
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
3800 Barren 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
Vi'ilminaton, NC 28405-3845
[phone]
Fax [phone]
Anson
Aioo*e
Alexander
Lincoln
Brunswick New Hanover
Biaden
Richmond
Cabarrus
Mecklenburg
Carteret Cntslow
Cumberland
Robeson
Catawba
Rowan
Columbus Pender
F.arre:t
Sampson
Cleveland
Stanly
Duplin
Hoke
Scotland
Gaston
Union
Monzimmery
Iredell
R'inston-Salem Regional Vt'Q Supervisor
585 Waushtowr Street
Winston-Salem. NC 27107
[phone]
Fax [phone]
Alrmance
RocKL-iRhar11
Alieghanv
Randolph
Ashe
Stokes
Caswell
Sum'
Davidson
VS'atauza
Davie
Wilkes
Fors%-th
Yadkin
Guilford
FORINI: ANVO-G-E 1/28/98 Page 4 of 4

Animal Waste Management Plan Certification
(i'Icasc type or print all information that does not require a signature)
L ,
General Information:
Name of Farm:
-/ z
Facility No: 31
Owner(s) Name: F-dr,,,ti,l 12� i l Phone No: q to-z96 -/ol'?
Mailing Address: ,2yc,
Farm Location: County Farm is located in:
Fourteen Digit Hydrologic Unit: 00-3DoD r) 3oDiD
Latitude and Longitude: 3`t11 S�' So' 7�° �SsJ�?'� Integrator: C�t,-e2 fir
Please attach a copy of a county road map with location identified and describe below, (Be specific:
road names, directions, milepost, etc.):
Operation Description:
Type of Swine , No of Animal s
() Wean to Feeder
(}'Feeder to Finish Y 7 b
O Farrow to Wean
O Farrow to Feeder
O Farrow to Finish
O Gilts
O Boars
Type of Poullry
()Layer
()Pullcts
Othcr Type. of livestock:
No ofArumals Type of Cattle No of Animals
()Dairy
OBccf
Number of Animals:
Acreage Available for Application:_ �g ] Required Acreage:
Number of Lagoons/Storage Ponds: Total Capacity:��,�,�(�G Cubic Feet (0)
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES: are subsurface drains present in the area of the LAGOON o SPRAY FIE (please circle one)
Owner/Manager Agreement
1(wc) 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 fann 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. 1 (we) know that 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 GO days of a title transfer.
Name of Land OwnSr:
Signature: Date: —l6
Name of Manager (if different from owner):
Signature: _ _ _ Date:
AWC -- August I, 1997 1

s' ` Technical Specialist Certification
1. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
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 Environmental Management (DEA4) as
specified in 1SA NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) and/or the North Carolina
Soil and Water Conservation Conm3ission 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.
11. Certification of Design
A) Collection, storage, Treatment. System
Chec . the appropriate Gar
( VExisting facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization redhrire rents.
{) New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds, have
been designed to meet or exceed the minimum standards and specifications.
Nance of Technical Specialist (Please Print) Billy W. Houston
ATfiliation. Duplin Soil and Water Conservation Distrief Date Work Completed:�2 r6
Address(Agency): P O Box 277 Kenansville, NC 28349-0277 Phone No: 910-296-2120
Signature: Date: _ 4
t%
B).L_and Application Site (NVUP)
The plan provides for minimum separation (buffers); adequate amount of land for waste u(ilization; chosen crop is
suitable for waste management; hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print): Billy W. Houston
Affiliation: Duplin Soil and Water Conservation District Date Work Completed: ~16-q-)
Address (Agency): P O Box 277 Kenansville, NC 28349-0277 Phone No: 910-296-2120
Signature: Date:
-- U w
C) Runoff Controls from Exterior Lots
Check the appropriate box
( Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
O Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in accordance
with technical standards developed by NRCS,
Name of Technical Specialist (Please Print): Billy W. Houston
Affiliation: Duplin Soil and Water Conservation District Date Work Completed:
Address (Agency): P O Box 277 Kenansville, NC 28349-0277 Phone No.: 910-296-2120
Signature:
Date: _2 - h— 4
U
AWC -- August 1, 1997

1
D) Application and Ilandlinz Equipment
Check the Appropriate box
(� Existing or expanding facility with existin p waste application equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in accordance
with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management
plan: (existing application equipment can cover the area required by the plan at rates not to exceed either the
specified hydraulic or nutrient loading rates, a schedule for timing of application 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 existing waste application equipment fors rav irri,-,ation (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,exnanded,or existing facility without existing waste application equipment for land spreading not using spray
irrigation. (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 gpplication 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 applicaions has
been established: required buffers can be maintained; calibration and adjustment guidance are contained ns part of the
plan) -
Name of Technical Specialist (]'lease Print): 6, 44 f tAl v o
Affiliation: p `n Date Work Completed:
Address (Agency)- Phone No:
116 10 9 b - b
Signature: '1^ Date: 6
E) Odor Control, Tw(M Control, Mortali(y Management and EmerL-ency Action Plan (SD,SI,%%1UP,RC,or 1)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortaility 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
Manangement Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist. (Please Print.): Billy W. Houston
Affiliation: Duplin Soil and Water Conservation District
Date Work Completed. -
Address (Agency): P O Box 277 Kenansville, NC 28349-0277
Phone No.: 910-296-2120
Signature:
Date:
F) Written Notice o6New or rxpatndinL� Swine Farm `
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June21, 1996, when was it constructed or last expanded . I(we)
certify that 1(we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, street or highway from this new or expanding swine farm. The notice
was in compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners
notified is attached.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
AWC -- August 1, 1997

11. Certification of Installation
A) Collection, Sforafe, Treatrnertt Installation
New, expanded or retrofitted facility (SI)
Animal waste storage and treatment structures such as but not limited to lagoons and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities-vithottt retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation: Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
B) Land_ Application Site ("P)
Check the appropriate box
(-)' The cropping system is in place on all land as specified in the animal waste management plan.
() Conditional Approval: all required land as specified in the plan is cleated for planting; the cropping system as
specified in the waste utilization plan has not been established and the owner has committed to established 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 clicck 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): Billy W. Houston
Affiliation: Duplin Soil and Water Conservation District Date Work Completed:
Address (Agency): P O Box 277 Kenansville, NC 28349-0277 Phone No.: 910-296-2120
Signature: Date:
This following signature block is only to be used when the box for conditional approval in IILB above has been checked.
I (we) certify that I (we) have committed to establish 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 I5 calendar days following the date specifed in the conditional certification. I (we) realize that
failure to submit this verification is a violation of the waste management plan and will subiect me (us) to an enforcement action
from DEM.
Nance of Land Owner:
Signature: Date:
Name of Manger (if different from owner):
Signature: Date:
AWC -- August 1, 1997 4

C) Runoff Controls from Exterior Loll {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: Date Work Completed
Address (Agency): Phone No.:
Signature: Date:
D) Application and Handlinn Equipment Installation (1N'UP 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 (lie 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 (mon(h/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 cropping
system contained in the plan; and calibration and adjustment guidance have been provided to the owners and are,
contained as hart of the plan.
Name of Technical Specialist (Please Print): 1311 W o"c,
Affiliation: S�. �Vi/ �� Date Work Completed
/2. / 6
Address (Agency): Po &A am Phone No.: cl to _�
Signature: W Date:
The following signaMre block is only to be used when (lie box for conditional approval in III D above has been checked.
I (we) certify that-1-fwe) have committed to 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
verification is a violation of the waste management plan and will subject me (us) to an enforcement action from DEM.
Name of Land Owner -
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
El Odor Control. Insect Control and Mortality Mananement (SD_SI_WUP_RC orll
Methods to control odors and insects as specified in the Plan have been installed and are operational. The mortality
managements stem as Tecified in the Plan has also been installed and is operational.'
Name of Technical Specialist (Please Print): Billy W. Houston
Affiliation: Duplin Soil and Water Conservation District Date Work Completed:�� b
Address (Agency): P O Box 277 Kenansville, NC 28349-0277 Phone No.: 910-296-2120
Signature: Date:
-q�
AWC -- August 1, 19r17

Im
'lease 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 2953S
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste Managefnent 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 — August 1, 1997 6

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operatortEDWARD DAIL County: DUPLIN
Distance to nearest residence (other than owner)
Date: 01/09/92
900.0 feet
1. STEADY STATE LIVE WEIGHT

U sows (Larrow to leeaer) x 522 lbs. - 0 lbs
5760 head (finishing only) x 135 lbs. = 777600 lbs
sows (farrow to wean) x 433 lbs. - 0 lbs
0 head (wean.to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 777600 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 777600 lbs. SSLW x Treatment Volume(CF)/Ib. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 777600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed."
4. TOTAL DESIGN VOLUME
Inside top length 611.0 feet ; Inside top width 225.0 feet
Top of dike at elevation 98.9 feet
Freeboard 1.0 feet ; side slopes 2.5 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 97.9 feet
Bottom of lagoon elevation 87.9 feet
Seasonal high water table elevation g�/.o feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 606.0 220.0 10.0
AREA OF TOP
LENGTH * WIDTH =
606.0 220.0 133320.0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
556.0 170.0 94520.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
581.0 195.0 453180.0 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
133320.0 453180.0 94520.0 1.7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 1135033 CU. FT.

S. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA%
Lagoon (top of dike)
Length * Width =
611.0 225.0 137475.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 137475.0 square Feet
Design temporary storage period to be 180 days.
5A. volume of waste produced
Approximate daily production of manure in CF/LB SSLW
Volume = 777600 Lbs-. SSLW * CF of Waste/Lb./Day
Volume = 189895 cubic feet
0.00136
180 days
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.

Volume 80193.8 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 85921.9 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 189895 cubic feet
5B. 0 cubic feet
5C. 80194 cubic feet
5D. 85922 cubic feet
TOTAL 356010 cubic feet
6. SUMMARY
Total required volume 1133610 cubic feet
Total design volume avail. 1135033 cubic feet
Min. req. treatment volume plus sludge accumulation
At elev. 9f;.1 F-n{- t!nl„r- j r 7p.7F7r, 1.:
777600 cubic feet

At elev., 97.1 feet ; Volume is 1036201�ic�u/bic feet (start pumping)
Seasonal high water table elevation 9yL,b �-f et
7. DESIGNED BY: APPROVED BY:
DATE: _ "lam DATE:
Alv/
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

U.S. DEPARTMENT OF AGRICULTURE
.��,• -r. SCS- CPA -16
SOIL CONSERVATION SERVICE 2 -81
`;•,,�; CONSERVATION PLAN MAP
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wner LOpera
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�s
s Approximate scale /"--6�0
Approximate acres
•�,•_ <* - : _, Cooperating with Si?;� a. CAI��Af,F _Conservation District
r"' " �•''' De� Cer't%{f�_la✓�- Photo number
-`' Plan identification
Assisted by - i USDA Soil Conservation Service
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SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause
BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production
( Vegetative or wooded buffers;
( 1-Recommended best management
practices;
( !, good judgment and common sense
Animal body surfaces Dirty manure -covered animals
(I Dry floors
Floor surfaces Wet manure -covered floors
14- ted floors;
(t-&-terers located over slotted floors;
( ) Feeders at high end of solid floors;
(-►'crape manure buildup from floors;
( )�derfloor ventilation for drying
Manure collection pits
Urine
(�quent manure removal by flush,pit
rec_harge,or scrape
Parital micorbial decomposition
( 16nderfloor ventilation
Ventilation exhaust fans
Volatile gases;
(-)'Fen maintenance;
Dust
f }-Efficient air movement
Indoor surfaces
Dust
(-f—Washdown between groups of animals
(1 Feed additives;
O Feeder covers;
( J Feed delivery downspout extenders to
feeder covers
Flush tanks
Agitation of recycled lagoon
() Flush tank covers
liquid whiles tanks are filling
O Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys
Agitation during wastewater
(411nderfloor flush with underfloor
conveyanance
ventilation
Pit recharge points
Agitation of recycled lagoon
() Extend rechard lines to near bottom of
liquid while pits are filling
pits with anti -siphon vents
Lift stations Agitation during sump tank filling f J Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater I J Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater f ) Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions f ro er lagoon liquid capacity
Biological mixing { Correct lagoon startup procedures
Agitation ( -Minimum surface area -to -volume ratio
(I T inimum agitation when pumping
{) Mechanical aeration
( I Proven biological additives
Irrigation sprinkler nozzles High pressure agitation { Krri ate on dry days with little or no wind
Wind draft (T Min'tnum recommended operation pressure
f Pump intake near lagoon liquid surface
(1 Pump from second -stage lagoon
AMOC--November 11, 1996

Storage tank or basin Partial microbial decomposition { 1 Bottom or midlevel loading
surface Mixing while filling (1 Tank covers
Agitation when emptying (j Basin surface mats of solids
( } Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition ( I Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying ; i Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading J-Moil injection of slurry/sludges
spreader outlets Volatile gas emissions (Wash residual manure from spreader after use
( ) Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying (-FSoil infection of slurry/sludges
or sludge on field surfaces (mil .incorporation within 48 hours
( Spread in thin uniform layers for rapid drying
{ 1 Proven biological additives or oxidants
Dead animals Carcass decomposition (a -Proper disposition of carcasses
Dead animal disposal Carcass decomposition { ) Complete covering of carcasses in burial pits
pits ; I Proper location/construction of disposal pits
Incinerators Incomplete combustion (1 Secondary stack burners
Standing water around Improper drainage (-rG"rade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads
roads from farm access
access road maintenance
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; EBAE 128-88
NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88
NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; Pli4-33
NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual
NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked J— pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been .eviewed with me.
- { owne Signature}
AMOC--November 11, 1996

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (-rFTush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
( emove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (44kaintain 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.
(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 Accumulations of feed residues () 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
brewer's grain and similar high moisture grain
products).
{ I Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes ( I Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
f I 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).
AM)C--November 11, 1996

Cry Manure !-candling Accumulations of animal wastes
systems
(} Remove spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
f } Provide for adequate drainage around manure stockpiles -
Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked {' } pertain to this operation. The landowner/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.
r 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

MORTALITY MANAGEMENT METHODS
{check which method(s) are being implemented)
{ j Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water.
{ �3 Rendering at a rendering plant licensed under G. S. 106-168.7
( ) Complete incineration
{ j 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)

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWO) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) (91'0)296-2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
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 you 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 ore may not be
possible. Suggested responses to some possible problems are listed belwo.
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 flows 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 flows 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 lagoon
bottom as soon as possible.
1

r
R
2. Assess the extent of the spill and note any obvious damages.
a. Did'the waste reach any 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: 919-733-3942. 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 sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact focal Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above -works call 911 or the Sheriff's Department and explain you
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 off -
site damage.
a. Contractors Name:
b. Contractors Address
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: US IO - Li
b. Phone: ` 1 r) --In -.lzo
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid 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 the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation accordinb to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate 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 fertilizer 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 Iagoon 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

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 of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be.
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is�a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps —check for proper operation of:
I. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually Loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system 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 inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Stai-tup:
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.
I Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add 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.
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 lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
r storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that 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.
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 parr 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 Iagoon 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 Iiner 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 phosphorus, 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
` r 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.

System Calibration
In€ormation 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, _spr-i@kIers 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'df the gun cart. You should compute the average application rate for all
nonunifor.mity of the application. On a windless day, variation between containers
of more'.tii'an 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

RECEIVED
. WATFRQt;pJTYSEC1i0
ANIMAL WASTE UTILIZATION PLAN
Non-DisfttgO Permitting
Producer: EDWARD DAIL
Location: 825 EAST NC 24' HWY
KENANSVILLE NC 28349
Telephone: [phone]
Type Operation: Existing Feeder to Finish Swine
Number of Animals: 5760.00 hogs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
G. 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.
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. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
5760 hogs x 1.9 tons waste/hogs/year = 10944 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5760 hogs x 4.6 lbs PAN/hogs/year = 26496 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, soil type and surface application.
Page: 2

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FT =
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
P+
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
��
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
4215
X
NOB
C
100
105
20
44.5
4672.5
I
MAR-JUN
4215
NOB
J-X
JW
I
155
1110
4215
NOB
DSB
J-X
I
138
1152
SEPT 15
1879
NOB
JY
ic
I
1100
1105
1879
NOB
1-Y
JW
I
155
1110
1879
NOB
DSB
1-Y
I
138
1152
SEPT 15
END
I
I44.5 14895
OCT-MAR
44.5 16764
JUN-
20 38.5 14042.5
MAR-JUN
38.5 14235
OCT-MAR
38.5 15852
JUN-
TOTAL130461
Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow summer annuals.
NOTE: 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.
Page: 3

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
TRACT
FIELD
SOIL TYPE & CLASS-
CROP
YIELD
LBS
COMM N
**
* LBS
DETERMINING PHASE
CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
END
TOTAL10
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
CROP
UNITS
PER UNIT
C
CORN
BUSHELS
1.25
DSB
DOUBLE CROPPED SOYBEANS
BUSHELS
4
W
WHEAT
BUSHELS
2
TOTALS FROM TABLES 1 AND 2
WETTABLE I LBS AW N USED
ACRES
Page: 4

ANIMAL WASTE UTILIZATION PLAN
TABLE 1
TABLE 2
TOTAL
83
0
83
*** BALANCE
30461
0
30461
-3965 1
---------------------
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 5

ANIMAL WASTE UTILIZATION PLAN
*** This number must be less than or equal to 0 in order to fully
utilize the animal waste N produced.
Acres shown in each of 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.
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
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 2131.2 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 10656
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 35.52 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 85.248 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25e depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
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 Tables 1 and 2. Failure to apply the recommended rates and
Page: 6

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen
The following table
rates and amounts.
shown in the tables may make this plan invalid.
is provided as a guide for establishing application
I
(Application
RatelApplic. Amount
Tract
I Pir-d
l Soil
Type I Crop
l (in/hr)
l (inches)
-
I pivot
•
1879
I Y
l NOB
I C
l 5a
i *1.0
1879
I -Y
l NOB
I DSB
l .50
l *1.0
1879
I
l -Y
I
l NOB
I
I W
I
I .50
I
l *1.0
4215
I
l X
I
I NOB
I
l C
I
I .50
I *1.0
4215
I
l -X
I
I NOB
I
l DSB
I
I .50
I *1.0
4 215
I --X
I
I
I NOB
I
I
I W
I
I
l .50
I
!
l *1.0
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored
Page: 7

ANIMAL WASTE UTILIZATION PLAN
in your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2. 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 rate prior to applying the waste.
• NARRATIVE OF OPERATION
THIS PLAN IS WRITTEN BASED ON AN IRRIGATION DESIGN FURNISHED BY MR HENRY DAIL.
THE WATERWAY ACREAGES HAVE BEEN REMOVED FROM THE ACTUAL ACRES WETTED BY THE
IRRIGATION SYSTEM. THE FIELDS ARE LABELED AS PIVOT X AND PIVOT Y WITH THE
ACTUAL IRRIGATABLE ACRES, EXCLUDING WATERWAYS, FOR EACH PIVOT USED. THIS PLAN
IS WRITTEN FOR A TWO YEAR CROPPING ROTATION OF CORN, WHEAT AND SOYBEANS.
Page: 8

WASTE UTILIZATION PLAN
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 an agreement for use of adequate
land on which to properly apply the waste. If the producer does
not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons
per acre per year. Waste may be applied to land that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
5. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application
does not occur during a season prone to flooding. (See "Weather
and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application. No ponding should occur in order
to control odor or flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
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.
Page: 9

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges 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. 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.
Page: 10

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
bottom elevations of the temporary storage (pumping volume) of
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22. Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
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 five (5) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 11

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:EDWARD DAIL 5-12
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
North Carolina Division of Water Quality (NCDWQ) 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 NCDWQ upon request.
Name of Facility Owner: EDWARD DAIL
(Please print)
Signature; Date:
Name of Manager
�differe t^ffo� owner) : Per,r.,
RAW/ 11W1,04
Name of PersorrPrd1:5aring Plan: (Please print)BILLY W. HOUSTON
Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT
Phone No. 910-296-2120
Address (Agency): PO BOX 277
KENANSVILLE NC 28349
Signature: 13,,E /y,/ .y�, Date: 6-1/-9,i
6/
Page: 12

U4/25/9d v H L vj u H I 1 IV u u j 1 k i L 5 i N L
ORDER ,��':2191898
IRRIGATION SPRINKLER SETUP CHART AND SERVICE INFORMATION SHEET
CUSTOMER
NAME MODEL NUMBER 8000 END GUN RADIUS
SHIP TO DAIL BROTHERS LENGTH 812.0 APPLICATION RATE (IN/DAY)
ADDRESS 825 NC 24 EAST GALLONAGE 400 TOTAL ACRES COVERED
CITY KENANSVILL NC 28349 PIVOT PRESSURE 52 GPM PER ACRE
COUNTRY / "
DEALER
NAME Revelle Agri -Products 005458
P E R C E N T A G E T I M E R D A T A
INCHES PER PERCENT TIMER HOURS PER
REVOLUTION SETTING REVOLUTION
.08 100 5
.10 77 7
.20 39 13
.30 26 20
.40 19 26
.50 15 33
.60 13 39
.70 11 46
.80 10 52
.90 9 59
1.00 8 65
1.25 6 82
1.50 5 98
1.75 4 115
ABOVE DATA FOR 68.0 RPM (480 V., 60 HZ.) ,CENTERDRIVE GEARBOX WITH
MAXI-FLT16.9X 24 TIRES AT OUTER TOWER. BECAUSE THE ABOVE INFORMATION IS BASED
ON VARIABLES WHICH CANNOT BE TOTALLY CONTROLLED (PIVOT PRESSURE, ENDGUN RANGE,
TIRE SLIP, TERRAIN VARIATIONS), VALMONT CANNOT GUARANTEE THE ACCURACY OF THE
APPLICATION DEPTH AND PERCENTAGE TIMER CALCULATIONS. FURTHERMORE, VALMONT MAKES
NO REPRESENTATIONS OR RECOMMENDATIONS AS TO PERCENTAGE TIMER SETTINGS, WATER
APPLICATION RATES, AND OTHER SIMILIAR FARM MANAGEMENT DECISIONS.
m
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PAGE 10
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State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
November 13, 1996
Edward Dail
Edward Dail 5-12
825 NC 24 E
Kenansville NC 28349
SUBJECT: Operator In Charge Designation
Facility: Edward Dail 5-12
Facility ID#: 31-49
Duplin County
Dear Mr. Dail:
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several months and will continue to be offered through December 31, 1996.
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 919/733-0026.
Sincerely,
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 27687, NAW
W4. FAX [phone]
Raleigh, North Carolina 2761 1-7687 rC An Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 2MMEM- 5M recycled/ 10% post -consumer paper

KEUibTRATiUN FURM FOR ANIMAL FEEDLOT OPERATIO .( 7:
Department of Environment, Health and Natural Re``,urcesoeC
Division of Environmental Management 9
water ' Quality Section.On
CP
If the animal waste management system for your feedlot o tion is."
designed to serve more than or equal to 100 head of c
horses, 250 swine, 1,000 sheep, or 30,000 birds that are served by
a liqui'd'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:_
Mailing Address:
County:
n
Owners) Nam
Manager (s) N
Lessee Name:
c a►vaic L.W.
Farm Location (Be as specific as possibly�: road n%mes, direction,
milepost, etc.):- OC6 / e—y 1 e _ ..f� fog'4c t' 404-x-
Latitude/Longitude if known:
Design capacity of animal waste management system (Number and type
of confined animal (s)) :- r�7Gg jF*ni�1i��+4 —�-
Average animal population on the farm (Number and type of animal (s)
raised.) - S260 &jkr.4
Year -Production Began: /ff ASCS Tract -No.
Type of Waste Management System Used:_ FG 16;d
'
Acres -Ava 11ab1e7f6r Land Application o Waste• '
Owner (s) Signature (s=) - - DATE
DATE

State of North Carolina
Department of Environment,
Health and Natural Resources +�
Division of Environmental Management
James 8. Hunt, Jr., Governor
Jonathan B. Howes, Secretary ED
A. Preston Howard, Jr., P.E., Director
February 17, 1994
Edward Dail
825 NC 24 East
Kenansville NC 28349
Dear Mr. Dail:
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 certification form (copy enclosed) 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 plan 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
enc: Water Quality Section
P.O. Box 29535. Raleigh, North Carolina 2762645.35 Telephone [phone] FAX [phone]
An E-:quat Opportunity AtrumatNe Action Employer 50% recycled/ 10% post-cornumer paper