310239_HISTORICAL_20171231

NORTH CAROLINA
Department of Environmental Qual

Water Resources
Environmental Quality
CERTIFIED MAEL
W Bostic
Melvin Bostic Farm
1200 S Dobson Chapel Rd
Magnolia, NC28453-8453
Dear Pemrittee,
RECEIVED/NCDENR/M
FEB 2 0 2m
Water Quality Regional
Operations Section
Wilmington Regional Office
February 14, 2018
Subject: Notice of Deficiency
Melvin Bostic Farm
Permit Number AWS310239
Duplin County
ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Interim Director
As of this date, our records indicate that the above -referenced permit issued to your facility has
overdue fees. It is both a condition of your permit and required by Rule 15A NCAC 2T .0105(e) (2) to pay
the annual administering and compliance fee within thirty (30) days of being billed by this Division.
The following invoices are outstanding:
Invoice Nurnberr�Z
Due Date
Outstanding Fee $
2017PR002976 1
5/7/2017
180
Failure to pay the fee accordingly may result in the Division initiating enforcement actions, to
include the assessment of civil penalties. Failure to comply with conditions in a permit may result in a
recommendation of enforcement action, to the Director of the Division of Water Resources who may issue
a civil penalty assessment of not more that twenty-five thousand ($25,000) dollars against any "person"
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit under
authority of G.S. 143-215.6A. Therefore, it is imperative that you submit the appropriate fee as requested
within thirty (30) days of this Notice of Deficiency.
Quality (NCDEQ),
payment to:
made payable to
nount. Please inc
Division of Water Resources — Budget Office
Attn: Teresa Revis
1617 Mail Service Center
Raleigh, NC 27699-161'
Phone: [phone]
-^/'Nothing Compares
State of North Carolina I Environmental Quality i Division of Water Resources

:1 : ' y, .ut•
If you have any questions concenung this Notice, please contact Animal Feeding Operations
Program staff at [phone]:,
e i,-:.,' o,i•r Sincerely,
IL6' s. U�6k
Debra J. Watts, Supervisor
Animal Feeding Operation, and
Ground Water Protection Branch
cc: Wilmington Regional Office, Water Quality Regional Operations Section
WQROS Central File (Permit No AWS310239)

NC®ENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Bostic, W
Melvin Bostic Farm
1200 S Dobson Chapel Rd
Magnolia, NC 28453
Dear Permittee,
Division or Water Quality
Coleen H. Sullins
Director
June 28,2010
Subject: Notice of Violation
Melvin Bostic Farm
Permit Number AWS310239
Duplin County
Dee Freeman
Secretary
As of this date, our records indicate that the above -referenced permit issued to your facility has
overdue fees. It is both a condition of your permit and required by Rule 15A NCAC 2T .0105(e) (2) to
pay the annual administering and compliance fee within thirty (30) days of being billed by this Division.
The following invoices are outstanding:
Invoice Number
Invoice Date
Due Date
Outstanding Fee ($)
2009PR004991
5/21/2009
6/20/2009
180.00
Please be reminded that the table above covers the period between Years 2006 and 2009. Please
also include payments for invoices that you received in 20I0 and any other year for which the anuual
fees are still due.
Failure to pay the fee accordingly may result in the Division initiating enforcement actions, to
include the assessment of civil penalties. Failure to comply with conditions in a permit may result in a
recommendation of enforcement action, to the Director of the Division of Water Quality who may issue a
civil penalty assessment of not more that twenty-five thousand ($25,000) dollars against any "person"
who violates or fails to act in accordance with the terms, conditions, or requirements of a permit under
authority of G.S. 143-215.6A. Therefore, it is imperative that you submit the appropriate fee as requested
within thirty (30) days of this Notice of Violation.
Please remit the payment, made payable to the North Carolina Department of Environment and
Natural Resources (NCDENR), in the above amount. Please include Permit Number on your check and
mail this payment to:
Division of Water Quality — Budget Office
Attn: Fran McPherson
1617 Mail Service Center
Raleigh, NC 27699-1617
1635 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Blvd., Raleigh, North Carolina 2760'
Phone: [phone] \ PAX: 919-715-0588 \ Customer Service_: 1Si 7-623-6748
Internetw .nmaterquality.org
An Epual Opoonunity 1 Afi r natwe Action Employer
JUN 3 0 2010
One
NorthCarolina
Naturally

If you have any questions concerning this Notice, please contact J. R. Joshi at [phone] or
at [e-mail].
Sincerely,
Keith Larick, Supervisor
Animal Feeding Operation Unit
cc: Wilmington Regional Office,'Aquifer Protection Section
APS Central File (Permit No AWS310239)

RECEIVED // Dtrvt<�VVVVQ"
A4WPrProtertlnn SPrtion
OR 0 6 2009
Nutrient Management Plan For Animal Waste Utilization
10-12-2001
This plan has been prepared for: This plan has been developed by:
Melvin Bostic Farm(31-239) Billy W Houston o
W Melvin Bostic Duplin Soil & Water
1200 S Dobson Chapel Rd PO Box 219
Magnolia, NC 28453 Kenansville, NC 28349
910-296-6203 910-296-2120
" i7 .
Devel er Signaturd
Type of Plan: Nitrogen Only with Manure Only
APR 1 4 Z009
Owner/Manager/Producer Agreement BY
I (we) understand and agree to the specifications and the operation and mainte ce
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.
Signature (owner)
Signature (manager or producer)
Date
Date
Vol
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: Ib -1 ;1 -b 1
Technical Specialist Signature Date
505653 Database Version 1.08 Date Printed: 10-12-2001 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 I
Swine Feeder -Finish Lagoon Liquid waste generated 4,449,600 galstyear
I
by a 4,800 anitnal Swine Finistiing Lagoon Liquid operation. This
production facility has waste storage capacities of approxirnately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
10255
Incorporated
17611
Injected
19394
Irrigated
11146
Actual PAN Applied
Year
15352
Year 2
15169
Notes:
In source ID, S means standard source, U means user defined source.
505653 Database Version 1.08 Date Printed: 10/12/01 Source Page 1

sr -
Narrative
This WUP is written based on a wetted acres design completed by Mr Billy Nall.
'• Pulls 10A & I 1 acres have been reduced due to 100 ft setback on a new well installed after wetted acres
design.
'• See table two(2) for corrected acres.
NITROGEN NEEDS
Field # I Com
133lbs N/Ac
Wheat
136lbsN/Ac
Soybeans
149lbsN/Ac
Field#2 Com
116lbsN/Ac
Wheat
126lbsN/Ac
Soybeans
137lbsN/Ac
505653 Database Version 1.0
Date Printed: 10-12-2001 Narrative Page I
VA

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. Animal operations that generate liquid waste and utilize waste storage facilities (lagoons or holding ponds) may apply more or
less waste in any given year than is annually generated by the facility. In order to determine whether the plan adequately utilizes the waste produced by the facility,
the storage capacity table included in this plan should be reviewed to ensure that the design capacity of the storage facility is not exceeded during the planning period.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely he 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.
Wnete 1 Itili7ntinn Tahle
Year I
EMU
Tract
Field
Source
I.D.
Soil Series
Total
Aae
Use.
Aaes
Cro
RYE.
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fen.
Nutrient
Applied
Res,
(lbs/A)
N
Applic.
Method
PA
Nutrient
Applied
Manure153.11
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
Ibs/A
tons
-
1000 gals
tons
3957
I
S7
Goldsboro
18.4
38.4
'om,Gmin
130.0
Bushels
2/IS-6/30
148
0
• 15
Irri .
1330.0
2038.3
0.0
3957
I
S7
Goldsboro
38.4
38,4
h=LGmin
65.0
Bushels
9/13/31
79
0
0
Ini .
79
31.511
0.0
1 08.9
o.0
3957
2
S7
Norfolk38,3
38.3
om,Gmin
115.0
Bushels
2115.6130
131
010
IS
Irri .
116
46.3
0.0
1,773.t
0.0
505653 Database Version 1.08 Date Printed: 10-12-2001
WUT Page 1
_r;

Waste Utilization Table
Year 1
i
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
RYE
Unit
Applic
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fen.
Nutrient
Applied
Res,
(IWA)
N 11
Applic.
Method
Munurc
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
lb
1000
Rel/A
tons
1000 Is
Coro
3957
21
S7
Norfolk
38.3
38.3
Wheat, Grain
60.0
1 Bushels
9/1.3/31
73
0
0
Irrut.
73
28.9
0.0
1 108.2
0.0
Lagoon Liquids
Total Applied, 1000
gallons
6,128
Total Produced. loco gallons
4.450
Balance. 1000 sallons
•1679
Manure Solids
Total Applied, tons
Edo
Total Produced tons
nce Balatom
Notes. I. In the tract column, symbol — means leased. otherwise, owned.
2. Symbol • means user entered data.
505653 Database Version 1.08 Date Printed: 10-12-2001 WUT Page 2

WagtP i Itili7ntinn Table Year 2
:7
Tract
Field
Sours
I.D.
Soil Series
Total
Am
Use.
Acres
Cro
RYE
RYE.
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
tlhKtAl
Comm.
Fen.
Nutrient
Applied
fibs/Al
Res,
(lbs/A)
N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
Ibs/A
1000
I/A
tons
WW Is
tons
3957
11
S7
Goldsboro
384
38.4
eat, Grain
65.0
Bushels
9/1.3131
57
0
0
1 Irri .
1 571
22.81
0.0
875.41
0.0
3957
1
S7
Goldsboro
38.4
384
o beans. Manumd,
38.0
Bushels
4/1.9/15
149
0
0
Irri .
1 149
59.3
0.0
2,283.5
0.0
ouble Cm
3957
2
S7
Norfolk
38.3
38.3
hen Grain
60.0
Bushels
9/1.3131
SJ
0
0
Irri .
53
21.0
0.0
_ 802.5
0.0
3957
2
S7
Norfolk
38.3
38.3
' 'beans, Manured
35.0
Bushels
4/l•9/15
177
0
0
Irrill.
137
54.7
0.0
2094.1
0.0
uble Crop
Lagoon Liquids
Total Applied, 1000
gallons
6,055
Total produced, ID00 gallons
4,450
Balance 1000 Mons
- 606
Manure Solids
'total Applied, tons
1
0
Toul Produced tons
0
Balance tom
0
Notes L In the tract mIumn, symbol — meam lensed, otherwise. owned.
505653 Database Version 1.08
2. Symbol • means user entered data.
Date Printed: 10-12-2001
WUT Page 3

FW
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 rtmoff. This table provides the maximum application rate per hour that may be
applied to each field selected to receive wastewater. It also lists tle maximum application amount that
each field may receive in any one application event.
Irrigation A lication Factors
Trig
I Field
Soil Series
Application Rate
nWhest ntv
Application Am nt
itches
3957
11
1 Cmldslx"
0.501
0.%
3957
12
1 Norfolk
0.501
0.96
505653 Database Version 1.08 Date Printed: 10-12-2001 IAF Page I

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
lh1ac
Maximum Sludge
Application Rate
1000 Vac
Minimum Acres
1 5 Years Accumulation
Minimum Acres
1 10 Years Accurnulation
Minimum Acres
1 15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
C= 120 bu
150
13.16
60.171
120.351
190.52
11 v 6 tun R.Y.F;.
1 3001
26.32
30.091
60.171
90.26
vb=40 bu
1 1601
14.041
56.41
112A31
16924
r�
505653 Database Version 1.08 Date Printed: 10-12-2001 Sludge Page 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 defused 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
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Nate
10/30
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
87
1
2
122
1
3
154
1
4
180
I
5
180
1
6
180
I
7
149
1
8
118
1
9
140
1
10
155
1
11
171
I
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
I80
2
9
180
2
10
149
2
Il
119
2
12
88
• Available Storage Capacity is calculated as of the end of each month.
505653 Database Version 1.08 Date Printed: 10-12-2001 Capacity Page 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
r 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 disldng 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.
505653 Database Version 1.09 Date Printed: 10-12-2001 Specification Page 1

method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
& Animal waste shall not be applied to saturated soils, during rainfall
events, or when the 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.
505653 Database Version 1.08 Date Printed: 10-12-2001 Specification Page 2

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.
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 maidmum
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
50503 Database Version 1.08 Date Printed: 10-12-2001 Specification Page 3
It

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 rive years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
505653 Database Version 1.08 Date Printed: 10-12-2001 Specification Page 4
13

r-�
Crop Notes
The following crop note applies to field(s): 1
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, com 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°/u 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 com. Timely
management of weeds and insects are essential for com production.
The following crop note applies to field(s): 2
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, com 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 101/6 when planting no -till.
Phosphors 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 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 com production.
The following crop note applies to field(s): I
Wheat: Coastal Plain, Mineral Soil, low -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 Ibs/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 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.
505653 Database Version 1.0 Date Printed: 10-12-2001 Crop Note Page 1
/y

The following crop note applies to field(s): 2
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 Ibs/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.
The following crop note applies to field(s):
Double -Crop 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°/u 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.
The following crop note applies to field(s): 2
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°/u 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.
505653 Database Version 1.0 Date Printed: 10-12-2001 Crop Note Page 2
I$-

�} 1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Mel Bostic
Address: 1452 South NC 50
Magnolia, NC 28453
Telephone: [phone]
TABLE I- Field Specifications
[iXI WIT D-1
County: Duplin
Date: 3-11-99 1
Field' No.
Approx. Max.
Useable Size
of Field'
Soil Type
Slope
(%)
Crop (s)
Max.
Application
Rate'
(in/hr)
Max.
Application per
Irrigation
Cycle'
(inches)
Comments
1
38.36
GoA-RaA
0-2
Corn -Wheat -Bean
.41-.69
.5
2
-99? 5
NoA
0-2
Corn -Wheat -Bean
.41-.62
.5
:"V
' See attached map.
' Total field acreage minus required buffer areas.
' Refer to NC Irrigation Guide, Field Office Technical Guide, Section IIG. Annual application must not exceed the agronomic rates for the soil and crop used.

TABLE ' Traveling Irrigation Gun Settings
Field #1 Lxist System)_ 85% 200/234=85% .90% Diameter Outside Lane 117ft x .70% Dia. End Spray)
Make, Afode( and Type of Equipmeni: 70ATE 820 2.5x820f1 ABI Reef, 4039D John Deere wlBerkley B3JBAf Pump
Ft. per
Hour
Field Not &
Hydrant No'
Travel
Speed
ft/min
App
Rate
in/hr
Travel Lane
Wetted
Dia,
It
Equipment Settings
Comments
Total Acres
Effective
Width
Effective
Length
Nozzle
Dia
Gun
Pressure
Reel
Pressure
Arc
Pattern'
120
I -IA
2.0
.41
205.3
726
234
.86
60
105
300
3.42
120
IB
2.0
.41
1 205.3
558
234
.86
60
105
300
2.63
120
2A
2.0
.41
200
733
234
.86
1 60
105
1 300
3.37
120
28
2.0
.41
200
670
234
.86
60
105
300
3.08
120
3A
2.0
.41
200
736
234
.86
60
105
300
3.38
120
313
2.0
.41
200
761
234
.86
60
105
300
3.49
120
4A
2.0
.41
200
677
234
.86
60
105
300
3.11
120
4B
2.0
.41
200
696
234
.86
60
105
300
3.20
120
5A
2.0
.41
200
530
234
.86
60
103
300
2.43
120
5B
2.0
.41
200
735
234
.86
60
105
300
3.37
120
6A
2.0
.69
200
209
234
.86
60
105
180
0.96
120
68
2.0
.41
200
735
234
.86
60
105
300
3.37
120
7
2.0
.41
205.3
546
234
.86
60
103
300
2.57
0.00
38.39
See attached map provided by the SWCD Meld Office for field location(s).
' Show separate entries for each hydrant location in each field.
' Use the following abbreviations for various arc patters: F(ful circle), TQ (three quarters), Tf (two thirds), I I (half circle), T (one third), Q (one quarter).
May also use degree of arc in degrees.
a

TABLE ')Traveling Irrigation Gun Settings
Field #2 (, ..w Const.) 180/234=.77% lane spacing 80% dia. outside la,..s 60% end snrav Dia. charts 26011 Q. 60PS1 Measured dia.
Make, Mode( and Type of Equipment: 70ATE 820 2. Sx820jt AB! Reel, 4039D John Deere w/Berkley B3JBM Pump
Ft, per
Hour
Field No' &
Hydrant No'
Travel
Speed
ft/min
App
Rate
in/hr
Travel Lane
Wetted
Dia.
ft
Equipment Settings
Comments
Total Acres
Effective
Width
Effective
Length
Nozzle
Die
Gun
Pressure
Reel
Pressure
Arc
Pattern'
134
2-8A
2.23
.41
183.6
883
234
.86
60
JOS
300
3.72
134
8B
2.23
.41
183.6
228
234
.86
60
105
300
0.96
134
9A
2.23
.41
180
855
234
.86
1 60
1 105
300
3.53
134
9B
2.23
.41
180
383
234
.86
60
105
300
1.58
134
IOA
2.23
.41
180
771
234
.86
60
105
300
3,oP-&
267
JOB
4.46
.62
90
563
234
.86
60
105
200
1.16
134
11
2.23
.41
180
867
234
.86
60
105
300
• ea-%
134
12
2.23
.41
180
883
234
.86
1 60
105
300
3.65
134
13
2.23
.41
180
883
234
.86
60
105
300
3.65
134
14
2.23
.41
180
883
234
.86
60
105
300
3.65
134
15
2.23
.41
180
822
234
.86
60
105
300
3.40
134
16
2.23
.41
180
707
234
.86
60
105
300
2.92
134
17
2.23
.41
180
582
234
.86 1
60
105 1
300
2.41
134
18
2.23
.41
180
341
234
.86
60
105
300
1.41
165
19
2.75
.62
146
198
234
.86
60
105
200
0.66
394T'^
' See attached map provided by the S WCD Field Office for field location(s).
' Show separate entries for each hydrant location in each field.
'Use the following abbreviations for various are patters: F(lul circle), TQ (three quarters), TT (two thirds), 11 (half circle), T (one third), Q (one quarter).
May also use degree of arc in degrees.

W/40 *Aft
CS 6l�;-Cc COPy k.
Nutrient Management Plan For Animal Waste Utilization
10-12-2001
This plan has been prepared for:
Melvin Bostic Farm(331-239)
W Melvin Bostic
1200 S Dobson Chapel Rd
Magnolia, NC 28453
910-296-6203
This plan has been developed by:
Billy W Houston
Duplin Soil & Water
PO Box 219
Kenansville, NC 28349
910-296-2120
Signature
Type of Plan: Nitrogen Only with Manure Only
16M 0 4 Z007
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.
Signature (owner)
Signature (manager or producer)
Iv t
Date
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: , /� /�v /yp� /b -1.2 -0
Technical Specialist Signature Date
505653 Database Version 1.08 Date Printed: 10-12-2001 Cover A

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 4,449,600 gaWyear
by a 4,800 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
10255
Incorporated
17611
Injected
19394
Irrigated
11146
Actual PAN Applied
Year
15352
Year 2
15169
Notes:
In source ID, S means standard source, U means user defined source.
505653 Database Version 1.08 Date Printed: 10/12/01 Source Page 1

1
Narrative
This WUP is written based on a wetted acres design completed by Mr Billy Hall.
** Pulls l0A & 11 acres have been reduced due to 100 ft setback on a new well installed after wetted acres
design.
** See table two(2) for corrected acres.
NITROGEN NEEDS
Field #1 Corn
133lbs N/Ac
Wheat
136lbsN/Ac
Soybeans
149lbsN/Ac
Field#2 Com
II61bsN/Ac
Wheat
126lbsN/Ac
Soybeans
137lbsN/Ac
505653 Database Version 1.0 Date Printed: 10-12-2001 Narrative Page 1

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. Animal operations that generate liquid waste and utilize waste storage facilities (lagoons or holding ponds) may apply more or
less waste in any given year than is annually generated by the facility. In order to determine whether the plan adequately utilizes the waste produced by the facility,
the storage capacity table included in this plan should be reviewed to ensure that the design capacity of the storage facility is not exceeded during the planning period.
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 1
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Cm
RYE
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res,
(lbs/A)
N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
Ibs/A
1000
al/A
tons
1000 gals
tons
3957
1
57
Goldsboro
38.4
38.4
om Grein
130.0
Bushels
2/I5.6/30
148
0
• 15
Irti .
133
53.1
0.0
2,036.3
0.0
3957
I
S7
Goldsboro
38.4
38.4
heat Grein
65.0
Bushels
9/I-3/31
79
0
0
Irti .
79
31.5
0.0
1 208.9
- 0.0
39571
21
S7
I Norfolk
1 38.3
1 38.3
rom, Grain
I 115.0
1 Bushels
2/15.6/30
1 131
1 0
• IS
1 Irti .
1 1161
46.3
1 0.01
1,773.1
0.0
Version 1.08 Date Printed: 10-12-2001 WUT Page I

Waste Utilization Table
Year 1
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use,
Acres
Cro
RYE
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res.
(lbs/A)
N
Applic,
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure.
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
Ibs/A
1000
al/A
tons
1000 aals
tons
3957
21
S7
Norfolk
38.3
38.3
Wheat. Grain
60.0
Bushels
9/1.3/31
73
0
0
Irri .
73
28.9
0.0
1.108.2
0.0
Lagoon Liquids
Total Applied, 1000 gallons
6,128
Total Produced 1000 gallons
4 450
Balance 1000 gallons
-1679
Manure Solids
Total Applied, tons
0
Total Produced, tons
o
Balance tons
0
Notes: L In the tract column, symbol — means leased, otherwise, owned. 2. Symbol' means user entered data.
505653 Database Version I.OS Date Printed: 10-12-2001 WITC Page 2

Waste Utilization Table
Year 2
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
CropRYE
RYE
Unit
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res.
(lbs/A)
N
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure.
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
Ibs/A
1000
al/A
tons
1000 gals
tons
3957
1
S7
I Goldsboro
1 38.41
38.4
Dneat, Grain
65.0
Bushels
9/I-3/31
57
0
0
]rig.
57
22.8
0.0
875.4
0.0
3957
1
S7
Goldsboro
38.4
38.4
o beans, Manured,
38.0
Bushels
4/1-9/IS
149
0
0
Irri .
149
59.5
0.0
2,283.5
0.0
ouble Cro
3957
2
S7
Norfolk
38.3
38.3
eat Gmin
60.0
Bushels
9/1-3/31
53
0
0
Irri .
53
21.0
0.0
802,5
0.0
3957
2
S7
Norfolk
38.3
38.3
o beans Manured
35.0
Bushels
4/1-9/IS
137
0
0
Irri .
137
54.7
0.0
2094.1
0.0
ouble Cro
Lagoon Liquids
Total Applied, 1000 gallons
6,055
Total Produced 1000 lions
4450
Balance 1000 Mons
-I 606
Manure Solids
Total Applied, tons
0
Total Produced, tons
0
Balancetons
0
Notes: I. In the tract column, symbol — means leased, otherwise, owned. 2. Symbol • means user entered data.
-_ _-___-__-___.-___-_-_
505653 Database Version 1.08 Date Printed: 10-12-2001 WUT Page 3
i

l
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
3957
11
1 Goldsboro
0.50
0.96
3957
2
Norfolk
0.50
0.96
Version 1.08 Date Printed: 10-12-2001 IAF Page

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
t�.31re:;ae
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 al/ac
Minimum Acres
1 5 Years Accumulation
Minimum Acres
1 10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Com 120 bu
I 15ol
13.16 60.171
120.35
1 180.52
Hay 6 ton R.Y.E.
3001
26.321 30.091
60.171
90.26
Soybean 40 bu
1 1601
14.041 56.411
112.831
169.24
505653 Database Version 1.08 Date Printed: 10-12-2001 Sludge Page

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 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
Swine Feeder -Finish lagoon Liquid
Design Storage Capacity (Days)
Start Date
10/30
180
Plan Year
Month
Available Storage Capacity (Days)'
1
1
87
1
2
122
1
3
154
1
4
180
1
5
180
1
6
180
1
7
149
1
8
118
1
9
140
1
10
155
1
11
171
1
12
180
2
1
180
2
2
180
2
3
ISO
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.
505653 Database Version 1.08 Date Printed: 10-12-2001 Capacity Page I

1
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 disldng 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
505653 Database Version 1.08 Date Printed: 10-12-2001 Specification Page 1

method which does not cause drift from the site during application. No
pending 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.
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.
505653 Database Version 1.08 Date Printed: 10-12-2001 Specification Page 2

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.
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
505653 Database Version 1.08 Date Printed: 10-12-2001 Specification Page 3

metals approach excessive levels. pH shall be adjusted and maintained for
optimum crop production. Soil and waste analysis records shall be kept
for a minimum of five years. Poultry dry waste application records shall
be maintained for a minimum of three years. Waste application records
for all other waste shall be maintained for a minimum of five years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
505653 Database Version 1.08 Date Printed: 10-12-2001 Specification Page 4

1
Crop Notes
The following crop note applies to field(s): 1
Corn 1: 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 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 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): 2
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 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 3040 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): 1
Wheat: Coastal Plain, Mineral Soil, low -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 Ibs/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 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.
505653 Database Version 1.0 Date Printed: 10-12-2001 Crop Note Page 1

The following crop note applies to field(s): 2
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 Ibs/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.
The following crop note applies to field(s): 1
Double -Crop 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 24
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.
The following crop note applies to field(s): 2
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should he 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 24
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.
505653 Database Version 1.0 Date Printed: 10-12-2001 Crop Note Page

n
IW®
PO Bo1628
Kenmsville, NC 28349
[phone]
(910}296.1777(fax]
CAPE FFJM FARM CRMUI ACA
To:
Fa=
From: Date:
Re: Pages
0 U1gmt ❑ For Review ❑ PlemseComment ❑ PkamReply O PlemeRecyde
i

FAX [phone] _......._._. __. __. ._. _._.._._...___....._._..-_. _... _._..__.__........_.. 1M002/003___.___.
AMMAL FACE ITY ANNUAL CERTIFICATION FORM
6
Certificate of Coverage or Permit Number 3/ - Z 3 9 County ,aL— . Year 2001
Facility Name (as shown on Certificate of Coverage or Permit) /°G%1y, v �oS /, c Fat ✓��
Operator in Charge for this Facility 1N,11,..... Af 13 os f L Certification # / 7 / 7 /
Land application of animal waste as allowed by the above permit occurred during the past calendar YOU
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 : Fea ity Information:
l . Total number of application Fields 2,6 Pulls 11(please check the appropriate box) in the Certified Animal
Waste Management Plat (CAWMP): .Z- Total Useable Acres approved in the CAWMP
7/,, %
2. Total number of Fields 21� Pulls ❑ (please check the appropriate box) on which land application
oocunvd during the year: Z Total Acres on which waste was applied %LZ
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
g.3�y.3
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 0 tons 0 or gallons 0 (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest `f S
Smallest 3 / T O
(Ihese numbers are for informational proposes 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:
Part 11: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
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,
1. Only animal waste generated at this facility was applied to the permitted sites during 0' Ycs ❑ No
the past calendar year.
AFACF 34"3 ' 1

FRI 10:10 FAX [phone]
0003/003
2. The facility was operated in such a way that there was no direct mooff of waste from
&Ies ❑ No
the f cility (including the houses, iagoonslatorage ponds and the application sites) during
the past calendar year.
5Kes ❑ No
3. There was no discharge of waste to surface water from this f tclll* during the past
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during
Rites ❑ No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the
PYes ❑ 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.
B'Yes ❑ No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon
R Yes ❑ 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.
Comes ❑ No
9. Annual soils analysis were performed on each field receiving animal waste doing the
2 Yes ❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit daring the past calendar Year'?
2i' ❑ No
11. All required monitoring and reporting was performed in accordance with the facility's
Er"ies ❑ No
permit dining the past calendar year.
12, All operations and maintenance requirements in the permit were complied with during
P'Yes ❑ No
the past calendar year or, in the cave 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
9'Yes ❑ 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
CW es ❑ 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
evahu to the information submitted. Based on my inqu u* y 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."
1► - IM
Signature of Permittee
or
Signature of Operator in Charge
(if different from Perminw)
AFACF 3.14-03 2
q-V07
Date
y'3—,07
Date

05/17/2007 TBU 14:32 FAX [phone]
90001/0,02_..1_.._
To:
Re:
PO Box 628
ReommiDe, NC 28349
(910)-296-176
(910)-296a777 [fax]
♦ Df Qj ♦ I
a ♦ k,4 DI 1
a
❑ Urgent ❑ForRevkw ❑ PUB Cent ❑ PkaWReply ❑ PbmmReeyde
. . . . . . . . . . . . . . . . . . . . . . .

05/17/2007 THU 14:33 FAX [phone] IM002/002
I
R ANIMAL FACILITY ANNUAL CERTIFICATION FORM
s
Certificate of Coverage or Permit Number % " Z 3 �/ County �ury( Year 200_2
Facility Name (as shown on Certificate of Coverage or Pennit) &e lv. ,v /l oS 7` c Fa r-.vi
Operator in Charge for this Facility Af /3 os t t- Certification # / 7 / ? /
Land application of animal waste as allowed by the above permit occurred during the past calendar year
IL YES NO, If NO, skip Part I and Part Il 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 I0mmurtioar
1. Total member of application Fields R'or Polls Cl (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): ;. Total Useable Acres approved in the CAWMP
2L 7
2. Total number of Fields Bsi 'or Pulls ❑ (please check the appropriate box) on which land application
occurred during the year: Z Total Acres on which waste was applied %L%
3. Total Pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
437Y.3
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the.CAWMP and
the pennit: J /,
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year tons ❑ or gallons ❑ (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year.
7. Largest and smallest number of animals by type at this facility at any one time during the previous year.
Last � 8 SC
Smallest
(These numbers arc for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)�4i�-�/ /�
8. Facility's Integrator ifapplicable: _,C/�i4 - A-ow.r/
Part 1I• Facility Status -
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
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.
1. Only animal waste generated at this facility was applied to the permitted sites during R` Ces []No
the past calendar year.
AFACF 3-14-03 • 1

. . 3I! 2 31)
ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number 4IC14 2 PX 3 y County &y n / Year 200 y
Facility Name (as shown on Certificate of Coverage or Permit) / 1AC w. d 13oSf. e-
Operator in Charge for this Facility W,1/r4,K M /3v 5 f. -­- Certification
Land application of animal waste as allowed by the above permit occurred during the past calendar year
YES NO. If NO, skip Part I and Part II and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I : Facility Information:
1. Total number of application Fields P16 Pulls 0 (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): eZ Total Useable Acres approved in the CAWMP
WI
2. Total number of Fields Q or Pulls ❑ (please check the appropriate box) on which land application
occurred during the year: Z Total Acres on which waste was applied W. ( 5
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
SlzGz. 33Z
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CA WMP and
the permit: / f 3 f)-
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year 0 tons ❑ or gallons ❑ (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
p.tiroH,,,�n ave✓'Ksc ggyo
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest
Smallest 33,�O
(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: /Liu r aY
Part II: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
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.
1. Only animal waste generated at this facility was applied to the permitted sites during 2'Yfes ❑ No
the past calendar year.
RECE[VED
MAR 0 2 2004
AFACF 3-14-03 1
WATER QUpL(ry SECtiON
Non•Diseharge Compliance Ent.

2. The facility was operated in such a way that there was no direct runoff of waste from 2'Yes ❑ 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 CAYes ❑ No
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during Q'�es. ❑ No
the past calendar year.
5. There was no PAN application to any, fields or crops at this facility greater than the des ❑ 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 P No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon ❑ Yes ❑ NoA/A
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. ❑ Yes ❑ No ,N A
9. Annual soils analysis were performed on each field receiving animal waste during the
2'Yes ❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year?
D- Yes ❑ No
11. All required monitoring and reporting was performed in accordance with the facility's
I''es ❑ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during
9`�'es ❑ 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
B'�'es ❑ 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
2-es [IN.
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."
yi' dlI11- j44 P9jj,L Owmer- / 0,,oi/6a �Jf
Or
ZZ
different from Permittee)
;?-Zy-OLf
Date
Date
AFACF 3-14-03 2

I \ i
i6
Please Circle One: i Existing
General Information:
NameofFann: Mel Bostic
MAINOR TILE & IRRIGATION, INC.!
Animal Waste Irrigation Plan Certification
New Expanded
Facility Nlo: 31 — 239
Owner(s)Name: Mel Bostic PhoneN . 910-296-1179
Mailing Address: 1452 S. NC 50 Magnolia NC 25453
Farm Location: County Farm is located in: Duolin
Latitude and Longitude: 3 0" 5 4' 2 0"/ 7 7° 5 5' 4 0" Integrator.
Please attach a copy of a county road map with location identified and described below (Be specific: road names, directions, mileposts, etc.):
Hwy 50 South of Kenansville
Operation
Description:
Type of Swine
No. Of Animals
❑
Wean to Feeder
Sl
Feeder to Finish
4800
❑
Farrow to Wean
❑
Farrow to Feeder
❑
Farrow to Finish
❑
Gilts
❑
Boars
Type of Poultry No. Of Animals Type of Cattle No. Of Animals
❑ Layer ❑ Dairy
Cl Pullets ❑ Beef
Other Type of Livestock Number of Animals
Expanding Operation Only
Previous. Design Capacity: _. Additional Design Capacity: _ Total Design Capacity: -
Acreage Available for Application: 90 Required Acreage: 77.81
Number of L.00ns / Storage Ponds: 2 Total Capacity. Cubic Feet (ft
Are surface drains present of the farm: YES or. NO (Please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
**sss***s**s**s**ss*s*s**ss***s*ss***ss****s**s***s*sss****ss***ss****s**s****sss*s*s**s**s***
Owner / Manager Agreement ' ''
I (we).verify that all the above information is correct and will be updatedupon changing.; I (we) understand the,._
opemtion.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 r :;:
waste treatment and storage system or construction of new facilities mill 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 itm-off from the application ofanimal waste. I (we) understand that nm-off of pollutants from loungingand heavy.
use areas must be-n it nu nizt d using technical standards developed by:the.Natural Resources Conservation Service. The.. .
approved.plan wiU.be filed at the farm and at the.office:of the local Soil.and.Water Conservation District. I,(we).know
that any modification must be.approved by a technical specialist and submitted'to.the Soil and Water Conservation'
District prior to implementation. A change in land ownership requires written notification to DEM or a new
certification (if the approved plan is changed) within 60 days of a title transfer.
-Name of Land Owner:
Signature:
Name of Manager (if different from owner):
Signature:
Date:
Date:

CAMP HARD -HOSE TRAVELER FIELD DATA SHEET
1. vlakeand model number 70 ATE IrriFrance ABI
I. Hose length and hose inside diameter () 2.5 820 FT
'.Gun make and model number Nelson SR100
1. Gun nozzle size inch, .86 ring orifice, taper bore oedce.
(vlay need to measure nozzle diameter.)
5. Lane spacing 200 feet. Indicate whether xx. uniform random.
Number of exterior hydrants 2 Number of interior hydrants 5
6. Operating pressure at hose reel 195 psi.
1 o 5 observed at wordng gauge, provided by owner.
7. Gun wetted diameter 234 fees
9-14 measure; 260 based on gun chart.
8. Gun pressure 60 psi.
60 observed at working gauge, based on calculations (show calculations),
determined from gun chars.
**9. Supply line size 4 " PVC - inch (Lom pump to last hydrant). .
**10. Supply line length 1640 feet (maximum pumping distance), .
s*11. Supply line type _,�PVC, .. aluminum.. -
**IZ: Pump make and model number Berkley B3JOBM
*li..Pump capacity, 600 M.
**14: Engine make and model number 4039A John Deere - or-
'*15.11;MU motor horsepower and rpm L1 hp 2400 rpm
Note: It is strongly recommended that operating pressure at the reel and gun wetted
diameter be field determined
* Locate each-hydiant on a copy of the rn Andicate the start andstop of the sprinkler .art or
each uayel.lane and. show distance traveled. Also indicate, the aormal,arc angle of the gun for
each pull through a field. Snow the location of the supply line. Irrigated acres will be
determined by travel lane
** Optional data, furnish where possible..
*** Information furnished by
Sismature of Owner or Facility Representative
Printed Name of Owner or Facility Representative
Date
andlo
Si Technical Spec:ai.s.`
tows.
Printed name of Technical Specialist
Date

D). Atiolication and Handling Equipment
Chect the cippropriaie box
',t2andinv Cal-ililv with CSiMi * wnste nrinftalion e ment (WLT or 1)
Anita waste application equipment specified in the plan has been either field calibrated or e,.-Z%,qrad 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 Elie 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).
licition equipment for I MiEd-MAUM (1)
:1 New. e-,vinded, F... "I itv without exisiing waste aim
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 Elie
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for dining of
applications has been established: required buffers . can be maintained: calibration and adjustment guidance are
contained as part of the plan).
New exolnded Or eXistina f'519i"N without existina w3ste ant,jigagion equipment for land syre:idijn0_nQt using,
syray 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
applications has been established; required buffers can be maintained; calibration and adjusanent guidance are
contained as part of the plan).
Name of Technical Specialist (Please Print): William B. Hall (I -WA)
Affiliation Mainor'Tile & Irrigation, -,Inc Date Work CompleEed: 3 - 3 - 9 9
910-285-5581'
8 NC 28466 Phone No
11 9.-Wallace .:
Address (Menqy): p.0 I . Box Date:.��_
E) Odor Contra. insect
ST. W ?. RC or D this facility includes a Waste Management Odor Control Checklist an InSaCE
The waste management Plan for Sources of both odors and
''Control Checklist.. a Mortality Management ChecLl'st and. an Emergency Action Plan.
i I t IManagement. Practices in Nfinimize odors and B8E'
insects have bein avalu-iEed with respect to, Xhis. site and Bes ant plan. Both the
sects have been selected and included in Elie waste managem.
Maiiagement. Practices F ijl can be implemented by this facility.
Mormlicy Managemenx�Plan and the Action Plan are Complete an
Name of Technical Specialist (Please Print):
Afttliacion Date Work CompleEed:�—
Address (Agency): Phone No.,
Date:
Signature:
F) Written Notice of New or Expanding S%,.jneFarM m construction after June
Thi following signacure block is only to be used for new or expa Is that heys' I
June 11, 1996, when was it constructed;w last21, 19%. If the facility was built before J
expanded muj� piopirry owners and all property Owners
expa ad mail all adjoi UZ
I (we) certify that I (we) have pied to contact by CMU5 . ding swine farm- The notice was
who own property located across a public road. street Or highway from this new or expanding owners notified is
in compliance with the requirements Of 1fCCjS 106-805. A copy of the notice and a list Of the Property
attached.
Name of Land Owner.
Date*
Signature:
,Name of Manager (if different from owner):
-.August 1, 1997 3

Md Bostic
1452 S NC 50
Magnolia, NC 29453
Lane Spacing in f eld#1 was egg pipe. Hydrant spacing on about'h this field is off. Proper
lane spacing can be met by adding extra supply hose. Lame spacing is at 200 ft diameter of 234ft "
measured. 200/234 = 85% On fic1M mWy coated hydrant spacing of 2201L Lang "
spacing is at 180ft 18=34= .77% -
Fmld #1 Lane spacing at 200 ft
Field #2 Lane spacing at 180 ft
Application Rate is 96.3 x O . X M 96.3 x 125 .'=..12037.5 =.:3455.
nprt w R(.9*1—ny 34916.60
Pry .345 *9 =1.2 = .41 in/hc -
300
Pr1= .345 *M ' . =1.8 = .62 idhr .
200
Pr3 .345 60
180
Travel Speed=1.605"x
2 a x depth
Si— .200.63 2.0 ft/min or 120 ffft
100
Si 200.63 = 2.23, fthnin or 134 ft/hr
90
S,= 200.63 = 4.46 fthnin or 267 ft/hr
45
S4 200.63 = 2.75 Wmin or 165 ftft
73
Mocity in 4" P. YC C200 SDR21
V=AQ x O = .408 x 125 3.08.8/s
lDl 4.0722 16.58 "
H$100)K LQ(Q'_m =1045 n29n50)'g" = 745:542.:. = .80 ft1160 8
(, (D)437(4.072) `w 932.746 - .
s.`� - - ' L d `L
f
Pi }` a wr ,`�',t� .; •+ , `., *,' i+t , -� e r,.`� � w � 7 37 y "
a y.+ i t W JS y c' - •F C �1lAdmL -t�' ti, f ' v ^ ins` a `t . t}

s f M-M+ a•p, "f r5'S :rf z �srYck}r i 'C
� M
7� r7 Cr ".t `%i+'nt.4ro c1 zik'R.w"b,�fiSl#"a.
Hf (3500) JQ = 28ft or _ 12 PSI
100
Velocity is 3" Flanged Discharge Valve
= V=AQL Q = .408 x 125 5.66 8/s
HY Y 9
Rf-- K 3e = 2_(5.66-? fL4.4Z = .99ft
2g 262.3 64.4
Velocity in 4" PVC = V=AQ&&Q
t
V=.408 x O = .408 x 125 = . •SLQ = 3.07 No .-
IDl (4.072Y 16.58
loasj12
H�IOOuC (O/C1'a'_' = 5nSol i�"= 745,542 " = .80 fV10o ft
(D) 4M (a.072) `g': .932.746
IN (3000) x 10 _ .24 $
100
. Thr" Blocking =. A x sin g Sin= .707
B 2 .
H= 321.81 D= IDF r 5.993 = .499,e B=-Soil Bca&g Shenglh 800
12
90 ° A=98 x 321•91 x .2494_x .707 = 6.95 Ws
800
Tces = 6.95 x .7 = 4.87 ft/e
Dead End 6.95 x .8 = 5.56 ft/s
900 = 6.95 No
TDH=
Gan Elevation 8.6 ft
Sprinkler Discharge 138.E
.920 ft 2.5" Hose & Etbow 103.95
Field Elevation 6.0
3000 8 4" PVC 24.0
6"x 39 Saction.w/ Shaffner 3:0•
Suction 7Bi
3" Discharge Valve 1.0
19155
10%Fatiog Loss - 29.26
321.91 ft or 139 PSI
.thJ4NG�j wy.....v... -.... ..� -,st;l 4d.-. ,r. ct a..:., t?� l,S''Z.s .,,/... ,. •.' t.,•..,wg•:..�.G.'`.-,+�, ..`..

" L
IRRIGATIONSYSTEM DESIGN PARAMETERS
Landowner/Operator Name, Mel Bostic
- Address: •1452 South NC 50
Magnolia, NC 28453 .. .
Telephone: [phone]
TABLE I- Field Specifications"'
County: Duplin
Date: 3-11-99
EXHIBIT D-1
Field' No._ ,
Approx, Max..
_ _Soil Type_
Slope ....
Crop (s)
Max.
Max.
Comments
Useable Size
(ON:Application
Application per
of Field""_
--
t - "
-'
Rate'
Irrigation
(in/hr)
Cycle'
(inches)
1
38.36
GoA-RaA
0-2.
Corn -Wheat -Bean
.41-.69
.5
2
39.45
NoA
0-2
Corn -Wheat -Bean
.41-.62
.5
See attached map.
' Total field acreage minus required buffer'areas:.
'Refer to NC Irrigation-0uide; Field Office Technical Guide, Section IIG. Annual application must not exceed the agronomic rates for the soil and crop used.

TABLE 2 - Traveling Irrigation Gun Settings
Field #1 Exist System)- 85% 200/234=85% .90% Diameter Outside Lane 117ft x .70% Dia. End
Make, Model and Type of Equipment: 70ATE 820 2.5x820f1 ABI Reel,4039D John Deere rvlBerkley B3JBMPump
Ft. per
Hour
f y '
t
Field No' &
Hydrant No'
Travel
'Speed
ft/min
App
Rate
irjhr .
Travel Larie , .
Wetted
Dta S,_i
:'- g , '',
sL
Equipment Settings
Comments
Total Acres
Effective
Width
Effective
Length
Nozzle .
Dia
Gun
Pressure
Reel
Pressure
Arc
Pattern3
120
1-IA
2.0
.41
205.3
726
234
.86
60
105
300
3.42
120
IB
2.0
.41
2053
558
234
.86
60
105
300
2.63
120
2A
2.0
.41
200
733
234
.86
60
105
300
3.37
120
28
2.0
.41
200
670
234
.86
60
105
300
3.08
120
3A
2.0,
Af
200
736,
234
.86
60
105
1 300
3.38
120
1 313
2.0
.41
200
761
234
.86
60
105
300
3.49
120
4A
2.0
.41
200
677
234
,86
60
105
300
3.11
120
413
2.0
.41
200
696
234
.86
60
105
300
3.20
120
5A
2.0
.41
200
.530
234
.86
60
105
300
2.43
120
513
2.0
.41
200
735-
234
.86
60
105
300
3.37
120
6A
2.0
.69
200.
209
234
.86
60
105
180
0.96
120
613 ..
2.0
Al
200
.735 _
234
.86
60
105
300
3.37
120
7,.
2.0.
.41
205.3.
546.
234
.86 .
60
105
300
2.57
0.00
38.39
See attached map provided by the SWCD Field Office forfield location(s).
3 Show separate entries for each hydrant location in each field.
3 Use the following abbreviations for various are patters: F(ful'circle), TQ (three quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter).
May also use degree of arc in degrees. -

TABLE 2 - Traveling Irrigation Gun Settings
Field #2 (New Const.) 180/234=.77% lane'spacing 801/4 dia. outside lanes 60% end
Make, Model and Type of Equipment: 70ATE 820 2.R820ft AB! Reel, 4039D John Deere w/Berkley B3JBMPump
60PSI Measured dia.
Ft. per
Hour
Field No' &
Hydrant No'
Travel
Speed
ft/min .
App
Rate
in/hr
Travel Lane
Wetted
g
_Equipment. Settings
Comments
Total Acres
Effective
Width
'Effective
Length
Nozzle
Dia
Gun
Pressure
Reel
Pressure
Arc
Pattern'
134
2-8A
2.23
.41
183.6
883
234
.86
60
105
300
3.72
134
8B
2.23
.41
183.6
r 228 '
234
.86
60
105
300
0.96
134
9A �.
2.23
.41
180
855
234
.86
60
105
300
3.53
134
913
2.23
.41
180
383'.
234
.86'
60
105
300
1.58
134
10A
2.23�
.41
180
; 771 _
234
1 .86
60
105
300
3.19
267
lOB
4.46
.62
90
363
234
.86
F 60
105
200
1.16
134
1 11
2.23
..41
180
867
234
.86.
60
105
300
3.58
134
12
2.23
.41
180
883
234
.86
60
105
300
3.65
134
13
2.23
.41
180
883
234
.86
60
105
300
3.65
134
14
2.23
.41
180
883
234
.86
60
105
300
3.65
134
15
2.23
.41
180
822
234
-86
60
105
300
3.40
134
16
2.23
.41
180
707
234
.86
60
105
300
2.92
134
17
2.23
.41
180
j 582 .,
234
.86
60
105
300
2.41
134
18
2.23
.41
180
.: 341
234
.86
60
105
300
1.41
165
19
2.75
.62
.146
198-
234
.86
60
105
200
0.66
..... �:
39.47
See attached map provided by the SWCD Field Office for field location(s).
' Show separate entries for each hydrant location in each field.
' Use the following abbreviations for various are patters: F(futcircle), TQ (three quarters), TT (two thirds), H (half circle), T (one third), Q (one quarter).
May also use degree of are in degrees.

TABLE 4 - Irrigation System Specifications
Traveling Irrigation
Gun
Solid Set
Irrigation
flow Rate of Sprinkler (gpm)
12.5
Operating Pressure at Pump (psi)
139
Design Precipitation Rate (in/hr)
.41 to .69
Hose Length (feet)
820
xxxxxxxxxx
Type of Speed Compensation
None"
xxxxxxxxxx
Pump Type (PTO, Engine Electric) -
Engine
Pump Power Requirement (hp)'
24.18
TABLE 5 - Thrst Block Specifications
Desi ner
rnav Provide thrust blocK details on se arate
LOCATION
THRUST BLOCK AREA (SQ FT)
900 Bend
. 6.95 ft/sq
Dead End
5.56 ft/sq
Tee
4.87 ft/sq
sheet.

IRRIGATION SYSTEM DESIGNER
NAME: William B. Hall (I -WA)
Company Name: Mainor Tile & Irrigation, Inc.
Address: Post Office Box 489, Wallace, NC 28466
Telephone: [phone]
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used to determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinklers.
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS'standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site
and address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
.4

Narrative of irrigation System Operation
Describe the operation of the system in the space provides below. Include procedures such as start-up, shut -down, winterization and regular maintenance of all
equipment.
AA-1 l] +,'.. 1AV) Q XM Cll hifonnnlia N(`')Rd';l
0
This system was installed in two phases. The first being in Field #I. Installation was by Revelle Agri Products. The hydrant spacing in this field is very irregular. Lane
spacing has been laid out so that owner or operator can make these pulls on a even basis. Wetted acres determination is based on this. It will involve adding extra supply hose
or aluminum pipe to set-up of reel at inlet. Field #2 was designed and laid out based on the spraying charts of the manufacture. Spacing is 180ft of manufacture's diameter of
spray at 60 PSI which is 260 ft 180/260=69.2%. In Field #2, it is important for the operator to spray back across the hydrants by the design to count these acres in wettable
acreage. Wetted acres on this farm is not a problem.. Wetted acres is considerably higher than what the waste utilization plan calls for. The waste utilization plan needs to be
changed to match the irrigation plan: It is recormhended that pressure be kept at design pressures on each pull. If pressures are down, then volume of water is down. Pressure
will vary from hydrant to hydrant. Always check the pressure reading at the gun on each pull. Recording the pressure at the pump on Sheet 2 will enable the operator to know
what pressure is needed at the pump for each set-up at the hydrants.

BERKELEY
6
r
O
al
0
0
BERKELEY PUMPS
TYPE "B" RATING CURVES
ENGINE DRIVE
C.I. M.N.. 11-1863 MaUh.Nft H-iEI63
!CURVE
DATE
PAGE "ZO2,
SUPERSEDES
Curve 4117 Page 2.02
Dated 4-1-85
VAR I OUS &P.W - cvOIA"
6
r
O
al
0
0
BERKELEY PUMPS
TYPE "B" RATING CURVES
ENGINE DRIVE
C.I. M.N.. 11-1863 MaUh.Nft H-iEI63
!CURVE
DATE
PAGE "ZO2,
SUPERSEDES
Curve 4117 Page 2.02
Dated 4-1-85
VAR I OUS &P.W - cvOIA"
7
i
i�-
.. 5.....
L..
La
I
- --.IidI
-j
-I--
- --I-
-
....,
' a'-J
TOSLI.
0 loo 200 300 400 500 600 TOO 800 900 1000 1100 1200
CAPACtTY IN U.S. GALLONS PER MINUTE
., MOREL 6.3 J Q E3 M,
URM, _ RAIA 3-29-72.
C-7048 a.soO T-2554,. 5!'�""�n.C77048, .10-27-71
ca..:tl mmorla- , C. I PAR. � mAr H-1939 Me H-1939 VARIOUS 0.P.N. cycloo
t
2 NMI, M_4i2l ON! .:!0-,7/16," ULL'�"
C.I. PM.'N. m- 31 F.
)30 WONIII.G PRESSURE 266 P5U_-'
I.
1.
20
It
.... .. 10
A...
......
...
0 ld
4C...
-7 7
7
.......
rpf c,
-ftcY
lu
::3*.
Am:
. . . . . . . . . . . .
0
n Po
.7
o
:2
1 PMll
Rp_
...
......
250
c.
24
PM
Rp'�:
2( )o
:E Z:
tl
-
0
7

F
BIG
GUN°
PERFOPMA NCE
TABLES ,
---.
.. .�.. ...n nw0 Tn w IlMt TY OV inn R MING NOZZLES
IUU Jmr,%
G.7-
NOZZLE
NOZZLE
NOZZLE
NOZZLE
NOZZLE
NOZZLE
NOZZLE
.769
.812
.857
.855
.977
.465
PSI
.71Z
GPM
IIIA
GPM
DIA
GPM
DIA
GPM
DIA
GPM
DIA
GPM
DIA
GPM
_DIA
50
74
220
88
Z25
100
230
115
240
129
250
150
255
167
260
60
81
Z15
4d
240
110
245.
125
260
141
270
164
275.
183
260
70
88
245
104
250
118
260
135
Z75
152
290
177
295
198
300
80
94
255
111
265
127
275
145
285
163
300
189
- 305
211
315
90
99
117
275
134
285
154
295
173
310
201
315
224
325
100
.265
105
270
114
284
142
295
162
305.
1 182
320
Z12
325
236
335
-150 ERIESR BIG GUNS —24a TRA.IEMRIC _;rssa RpWGNOZaES.
�z
NOZZLE
;NOZZLE _
' NOZZLE
NOZZLE
NOZZLE
- NOZZLE
GPlL . BIA-
'" 6Pli BIA
„6PIi; IIFA
_NOZZLE
BIa:
' 6PlE _DI$
GPM-DIR
6PM DIA.
50
100 Z45-
136
I65 285
205 300,-
255 '324
300 .335
: 350 350
60
IIQ 76Q
-us
' I4i -28Q
182 304
Z25 325
Z75 .335
33Q :350
3B5 365
74
,
I2Q 270 °
:,15x 290y
197' 310
24 330
=245 , 350
':115
4I5 ,380:
80
: I7B Z80`'..165-
3Q0
.ZIQ 320
:26Q 340
360
38Q' 38Q
4 5 , 395
-9Q'
135 290
;Ili . I10-
'`223 330
275 350
335 370
405-:.
; 475..'4d
100"
243 3001.
i8s '320
.Z35 .340
Z00 360
.355 380
: 425 40Q
_SOQ 415
- - 200 SERIES BIG GUNS 27 TRAJECTORY 200 R RING.Noates
NOZZLE
NOZZLE
NOZZLE
NOZZLE
NOZZLE
NDZ?LE
NOZZLE .
1.29
1.46
1.56
1.66
1.74
1.83
.1.93
PSI'
GPM
DIA
GPM DIA
GPM
DIA
GPM
➢IA
GPM
DIA
GPM
DIA.
PH,
.DIA
50
230
325
. 300 355
. 350
370
410
390
470
405
535
420
640
435
6Q
250
340
330 370
385.
390
445
410
515
425
. 585
440
695
.455
74
270
355
355. 385
• 415-
405
480
.425
555
440
630
455
755
4.75
80
2%
370
380- 400
445
420
: 515
'440
590
455
675
47Q
805
490
90.'.
no
380
405' 415-
475
435
545
455
625
4701.
715
485
855
505
IQO
3Z5
VOL.
4Z5_ 425
50Q
445
575.
465
66Q
480
755
50Q
90Q
52Q

Calibration Procedures- -
:
IField-
for Animal Wastewater application Equipment
i
HARD HOSE AND
_
CABLE TOW TRAVELER
IRRIGATI-ON--SYSTEW
l
-
t
- Nacth.Carofinc.Cooperativ-e "
- Ectension Service .=
Ncrth Carolina State University

. 2
Field Calibration Procedures
for Animal Wastewater Application Equipment
HARD HOSE Land application equipment used on animal production farms must ce 'ie!d
AND CABLE calibrated or evaluated in accordance with existing design charts ar.d -.acies
TOW TRAVELER according to sate rules that went into effect September 1, 1996. Technical
IRRIGATION SYSTEM Specialist certifying waste management plans after September 1, 1996, must
also certify that operators have been provided calibration and adjustment
guidance for all land application equipment. The rules apply to irrigation sys-
tems as well as all other types of liquid, slurry, or solid application equipment.
Information presented in manufacturers' charts are based on avenge op-
erating conditions for relatively new equipment- Discharge rates and appiica-
don rates change over time as equipment ages and components wear. As a
result, equipment should be field calibrated regularly to ensure that applica-
tion rates and uniformity are consistent with values used during the system
design and given in manufacturers' specifications. Field calibration involves
collection and measurement of the material being applied at several Icc3dcn5
in the application area. This publication contains step-by-step guide!ires for
field calibration of hard hose and cable tow traveler irrigation systems.
General Guidelines
Operating an irrigation system differently than
assumed in the design will alter the application rate,
uniformity of coverage, and subsequently the applica-
tion uniformity. Operating with excessive pressure.
results in smaller droplets, greater potential for drift,
and accelerates wear of the sprinkler nozzle. Pump
wear tends to reduce operating pressure and tlow.
With continued.use, nozzle wear results in an increase
in the nozzle opening, which will increase the
discharge rate while decreasing the wetted diameter.
Clogging of nozzles or crystallization of main lines
can result in increased pump pressure but reduced
flow at the gun. Plugged intakes will reduce operating
pressure. An operating pressure below design pressure
greatly reduces the coverage diameter and application
uniformity. Field calibration helps ensure that nutri-
ents from animal waste are applied uniformly and at •.
proper rates.
The calibration of a hard hose or cable tow system
involves setting out collection containers, operating
the system, measuring the amount of wastewater
collected in each container, and then computing the
average application volume and application unimr-
E mite.
-\n in -line flow meter installed in the main
irrigation line provides a good estimate of the .oral,
volume pumped from the lagoon during each irga
E ton cycle. The average application depth can be -
determined by dividing the pumped volume by :he.. .
application area. The average application depths
computed from the formula:
Average application depth (inches) _
Volume pumped (gallons)
27, i 54 (gal/ac-in) X Application area 'ac: es)
The average application depth is the ave age
amount applied throughout the field. Unfortunately.
sprinklers do not apply the same depth of :eater
throughout their wetted diameter. Under nonnai.
operating conditions, application depth decreases
towards the outer perimeter of the wetted diameter.
Big gun sprinkler systems typically have overlap
based on a design sprinkler spacing of 70 to 30
percent of the wetted sprinkler diameter to comperi-
0

rieid Calibration Procedures
for Animal Wastewater ..cpication `-ouioment
sate for the declining application along the outer
perimeter. When operated at the design pressure, this
overlap results in acceptabie application uniformin-.
When operated improperly, well -designed systems
ME not provide acceptable application uniformitv.
For example, if the pressure is too low, the applica-
tion depth will be several times higher near the
center of sprinkler and water will not be thrown as
far from the sprinkler as indicated in manufacturers'
charts. Even through the average application depth
may be acceptable, some areas receive excessively
high application while others receive no application
at all.
When applying wastewater high in nutrients, it is
important to determine the application uniformity.
Collection containers distributed throughout the
application area must be used to evaluate application =
uniformity.
Many types of containers can be used to collect
flow and determine the application uniformity.
Standard rain gauges work best and are recom-
mended because they already have a graduated scale
from which to read the application depth.
Pans, plastic buckets, jars, or anything with a
uniform opening and cross section can be used
provided the container is deep enough (at least g
inches deep) to prevent splash and excessive evapora-
tion, and the liquid collected can be easily trans-
fened to a scaled container for measuring. All con-
tainers should be the same size and shape to simplify
application depth computations.
Ail collection containers should be set up at the
same height relative to the height of the sprinkler
nozzle (discharge elevation). 'Normally, the top of
each container should be no more than 36 inches
above the ground. Collectors should be located so
that there is no interference from the crop. The crop
canopy should be trimmed to preclude interference
or splash into the collection container.
Calibration should be performed during periods
of low evaporation. Best times are before 10 a.m. or
after i p.m. on days with light wind (less than 5
miles per hour). On cool, cloudy days the calibration
can be performed anytime when wind velocity is less
than 5 mph.
1
The volume (depth) collected during calibrat:c^_
should be read soon after the sprinkler gun can ^as
moved one wetted radius oast the coilection, sauces
to minimize evaporation from the rain gauge.'. ere
a procedure must be performed more than once.
containers should be read and values recorded
immediately after each setup.
Calibration Setup for Hard Hose and
Cable Tow Traveling Guns
Hard hose and cable tow traveling guns are cahbra:ec
by placing a row (transect) of collection containers cr
gauges perpendicular to the direction of travel, Finite
1. The outer gauge on each end of the row should
extend past the furthest distance the gun will throw
wastewater to ensure that the calibration is per'er-ec
on the "full" wetted diameter of the gun sprinter.
Multiple rows increase the accuracy of the calPo _7cn.
Containers should be spaced no further apart '-a=.
1116 of the wetted diameter of the gun sprinkler nc:
to exceed 25 feet. At least 16 gauges should be used Ln
the calibration. Sixteen gauges will be adequate
except for large guns cohere the wetted diameter
exceeds 400 feet.
('_\,laximum recommended spacing between
gauges, 25 feet X 16 = 400 feet.) Gauges should be se-
at least one full wetted diameter of throw from eft. er
end of the travel lane, as shown in Figure 1.
The system should be operated such that the
E minimum travel distance of the gun cart exceecs -he
wetted diameter of throw. Application volumes
should be read as soon as the last gauges stop bei-_z
wetted.
O

Row of
collection
gauges
Direction of ;ravel
Reel can
Lert
3 7 6 5 4 3 2 1
\ Gun
cart
FfARD FIOSEAND;C�IBI.ETOW.TRA -RZlv
.'sIRRI5M(5 tSYST.EN
st ,
Riant
1 2 3 4 5 6 7 3
wetted diameter
(320 feet)
At least one wetted
diameter end of :ieid
Figure 1. General layout and orientation
of collection gauges for calibration of a hard hose and cable tow traveler irrigation systems.
CALIBRATION PROCEDURES
1. Determine the wetted diameter of the gun.
2. Determine the number of collection gauges and spacing between gauges. For a wetted diameter of 320
feet, the rain gauge spacing should not exceed 20 feet. (320 ft / 16 = 20 ft).
3. Label gauges outward from the gun cart as either left or right (Ll, L2, L3, etc; R1, R2, R3, etc.)
4. Set out gauges along a row as labeled and shown in Figure 1, equally spaced at the distance determined in
item 2 (20 feet).' The row should be at least one wetted diameter from either end of the pull. The first
gauge on each side of the travel lane should be 1 /2 the gauge spacing from the center of the lane. For a
gauge spacing of 20 feet, Ll and Rl should be 10 feet from the center of the lane.
5. Operate the system for the time required for the gun to completely pass all collection containers. Record
the "starting" time that wastewater begins to be applied along the row of gauges and the "ending" time
when wastewater no longer is being applied anywhere along the.row. Also record.the distance traveled in
feet for the time of operation.
6. Immediately record the amounts collected in each gauge. (Refer to Table 1 for an example.)
7. Identify those gauges that fall outside the effective lane spacing, Figure 2. This volume is the ovedap
volume that would be collected when operating the system on the adjacent lane.
8. Superimpose (left to right and vice versa) the gauges just outside the effective width with the gauges just
inside the effective width. Add the volumes together.
For the layout shown in Figure 2, add the volume (depth) collected in gauge R8 (outside the effective
lane spacing) to volume (depth) collected in gauge LS (inside the effective lane spacing). Similarly, R7 is
added to 1-6; L8 is added to 115; and L7 is added to R6. This is now the application volume (depth) within
the effective lane spacing adjusted for overlap.
O

Field Caibration Procedures
for Animal wastewater Apoiication Equipment
Reel cart
Left
Lane 1
Lane 2
_eft
flicht
3i_ 5 3 4 3 2 1 I 1 2 3 4 3 e 7 3
_
Ucn' ^
3 -'6 5 4 3 2 1 I' 2 3 4 3 6 %�C/3
.. C C C C
/ Gun
Direction of travel / cart
J
Effective lane soacing
(224 feet) `.
Figure 2. Accounting for overlap
when calibrating a hard hose traveler system.
CALIBRATION PROCEDURES (continued)
Gun
cart
v
it
Effective lane spacing
(224 feet)
9. Add the amounts collected in all gauges and divide by the number of gauges within the effective area. This
is the average application depth (inches) within the effective lane spacing.
Average application depth =
Sum of amounts collected in all gauges
Number of gauges within effective width
10.Calculate the deviation depth for each gauge. The deviation depth is the difference between each
individual gauge value and the average value of all gauges (#7). Record the absolute value of each
deviation depth. Absolute value means the sign of the number (negative sign) is dropped and all values are
treated as positive. The symbol for absolute value is a straight thin line. For example, 121 means treat the
number 2 as an absolute value. It does not mean the number 121. Because this symbol can lead to
misunderstandings, it is not used with numbers in the worksheets at the end of this publication. The
symbol is used in formulas in the text
Deviation depth = IDepth collected in gauce i — average application depth)
"i" refers to the gauge number
11. Add amounts in "10 to get "sum of the deviations" from the average depth and divide by the number of
gauges to get the average deviation.
Sum of deviations (add amounts computed in ;#10)
Average deviation depth =
Number of gauges within effective lane spacing
12.The precipitation rate (inches/hour) is computed by dividing the average application depth (inch) (n9) by
the application time (hours) (;#5)
Average application depth Cinch)
Precipitation rate =
Application time (hours)

¢�c_
-k
CALIBRATION PROCEDURES (continuec)
13.Compute the average travel speed
Average travel speed =
Distance traveled (feet)
Time (minutes)
14. Determine the application uniformity. The application uniformity is often computed using the
mathematical formula referred to as the Christiansen Uniformity Coefficient.
It is computed as follows:
U =
Average depth (#9) -Average deviation (nt 1)
Average depth (#9)
X 100
15.Interpret the calibration results. The higher the index value, the more uniform the application. An index of
100 would mean that the uniformity is perfect —the exact same amount was collected in every.gauge.
For travelers with proper overlap and operated in light wind, an application uniformity greater than 85 :s
common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater
application.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers. If the computed Uc is less than 70, system adjustments are required. Contact your irrigation
dealer or Certified Technical Specialist for assistance.
Table 1. Example calibration data for a traveling gun system operated in parallel lanes. Lane
spacing 70 percent of sprinkler wetted diameter.
a. Manufacturers' Specifications: Gun Model 150
Nozzle Dia. 0.9 inch
Wetted diameter 320 ft
Hose Size: Length 800 ft
Pressure (Gun) i0 osi
Effective Spacing 224 t
Diameter 3 in
Type Taper Bore
Reel 105 psi
Flow 197 GPM
b. Spacing between collection containers (spacing 320 (it) / 16) = 20 ft
c, Number of gauges = 16
d. Start of Irrigation event 7-15 a.m.
e. End of Irrigation event 9,00 a.m.
f. Duration (e-d) 105 minutes
g. Travel distance 320 feet
h. Operate the system and collect data.

Field Calibration Procedures
for Animal `Nastewater Aoaiicatior. _-quipmer,t
Table 1. Calibration Data (continued)
Gauge
Distance
Volume
No.
from Center
Collected
(feet)
(inches)
Lt
10
.94
L2
30
.80
L3
50
.59
L4
70
.61
L5
90
.50
L6
110
.42
L7
130
.33
L8
150
.07
R1
10
.73
R2
30
.81
R3
50
.92
R4
70
.64
R5
90
.50
R6
110
.27
R7
130
.20
R8
150
.13
'Absolute value, treat all values as positive.
Overlap
Adjustment
(inches)
Corrected
Volume
(inches)
Deviation
from Average'
(inches)
.94
.235 (1 - j)
.80
.095 (2 - j)
.59
.115 ( etc)
.61
.095
.13
.63
.075
.20
.62
.085
.73
.025
.81
.105
.92
.215
.64
.065
.07 .57
.135
.33 .60
.105
I. Sum of all volumes collected in ;#h 8.46 inches
j. Average catch (i/number of gauges within effective width (12) 0.705 inches
Distance traveled (ft) 320 ft
k Compute the average travel speed = _ = 3.04 ft/min
Time (min) 105 min
average depth (inches) 0.705 in
I. Precipitation rate = _ = 0.40 in/hr
application time (hour) 1.75 hr
m. Sum of deviations from the average catchl5_6_
n. Average deviation from average catch (m/12) 0.113
o. Uniformity coefficient
0.705 - 0.113
U - X 100 = 84
0.705
p. Interpret results. Uniformity coefficient of 84 is in the good range for a traveler system. No adjustment
is necessary.

Y' d6 ,L, y{ x- yr'
HARD,HOSE}AND':CABI.E.TOW,TRAVEt'ER .�'
1RRIGA7101V SY riims:
T. Z
j.t
Irrigation System Calibration Data Sheet for Hard Hose Traveler Irrigation System
DATE: Land Owner "Farm No.
a. Manufacturers' Specifications: Gun Mode! Type
Nozzle Dia. in Pressure (Gun) (Reel)
Wetted diameter ft Effective Spacing ft Flow GP`vl
Hose Size: Length ft Diameter in
b. Spacing between collection containers (diameter (ft) i 16) _
—ft
C. wetted diameter (ft) _
Number of gauges = gauge spacing (ft)
d. Start of Irrigation event
e. End of Irrigation event
f. Duration (e-d) min
g. Travel distance feet
h. Operate the system, collect data,
and record on the worksheet on page 8.
I. Sum of all catches inches
j. Average catch (i/number of gauges) inches
Distance traveled (ft)
k. Average travel speed = _
Time (min)
I. Sum of all deviations from the average catch
i
M. Average deviation from average catch
n. Uniformity coefficient
(m)
U= X100=
W
Interpret the calibration data and make necessary adjustments.
For travelers with proper overlap and operated in lightwind, an application uniformity Coefficient greater :-an
85 is common.
Application uniformity between 70 to 85 is in the "good" range and is acceptable for wastewater applicat:cn.
Generally, an application uniformity below 70 is considered unacceptable for wastewater irrigation using
travelers. If the computed U, is less than 70, system adjustments are required. Contact your irrigation deaier or
Certified Technical Specialist for assistance.

__ .. ..+ v. •• vS_., a+. ti 4 •air -
tr s
veld Calibration Procedures
for Animal 'wastewater \ooiication coumment
� r f
I
Calibration Data (continued)
Gauge Distance
Volume
Cveriap
Corrected
Deviation
iNo. from Center
Collected
Adiustment
Volume.
from Average'
(feet)
(inches)
(inches)
(inches)
(inches)
i
I. L1
— •
—
L3
—
L4
—
L6
—
L7
—
L8
—
L9
—
L10
—
R1
—
R2
—
R3
—
R4
—
R5
—
R6
—
R7
—
i
R8
R9
—
R10
—
'Absolute value;
.
treat all values as positive.
Len
�S^s
dow of
3
J S S a 3]
gauges
Y.
1
Jirec M d VT'eI
I
I
tvered �umaer
M lean one waned .
dews ee end of field
I
I
100

Preccred by
R.O. Evans, Biological and Agrc.'Iturcl Engineering Extension Specialist
J.C. Barker, Biological and Agriciturcl Engineering Extension Specialist
l.T. Smith, Biological and Agricultural Engineering Assistant Extension Specialist
R.E. Sheffield, Biological and Acr.'cuitural Engineering Extension Specialist
5,000 copies of this public document were rinted at a cost of 31,962, or 5.39 per copy. `
Published by
NORTH CAROLINA COOPERATIVE EXTENSION SERVICE
Distributedin furtherance of the Acts of Congress of May 8 and tune 30, 1914. Employment and program opportunities are offered .o ail
people regardlessof race, color, national origin, sex, age, or disability. North Carolina State University, North Carolina A&T State University, U.S.
Department of Agriculture; and local governments cooperating. -
4/97—SM—fMGIKEL-270201 AG-333-2
i
E97.30399.
w e
.. r . ..

I
SPECIFICATIONS DATA..
PRODUCT DESCRIPTION
Diamond IPS pressure -rated PVC pipe (2'
through 12") is made of compounds conforming
to material requirements of ASTM D2241 in
accordance with ASTM D1784. The pipe sizes
(4' through 12') are made with an integral
bell which utilizes a gasket for sealing in
accordance with the requirements of ASTM
F477. Integral sockets for solvent cementing
meet the requirements set forth in ASTM
D2672.
Diamond IPS pressure -rated PVC pipe meets all
the dimensional, chemical, and physical
requirements as outlined in ASTM D2241.
Each male end shall be.beveled to facilitate
joining and reference marked for assuring
proper depth of insertion. Diamond furnished
lubricant is to be used in the joining process.
Diamond IPS pressure -rated pipe is supplied in
20-foot lengths.
PHYSICAL PROPERTIES
PROPERTIES OF PVC 12454-B (1120)
Property ASTM Minimum
Test
Specific Gravity D 792 1.40
Tensile Strength, psi D 638 7,000
Tensile Modulus, psi D 638 400,000
IZOD Impact Strength, D 256 .65 ..
ft., Ib.fin.
CHEMICAL RESISTANCE
ASTM TEST
93.0% Sulfuric Acid, D 543
14 Days Flotation at
55+or-29C
Change in.Weight, % —0.1 + 5.0
Change in Flex Strength, % -25.0 to + 5.0
ASTM Oil No. 3, 30 Day
Immersion at 23° C
Change in Weight. % — _ -1.0 to 1.0
. yt'_
�'.dtoTpfPr
t

"
O
DIAMOND
D
PLASTICS
'
pp
= ,
CORPORATION
IPS IRRIGATION PIPE
ASTM D2241
Stock
Nominal Weight Outside Wall Inside Pieces Per
Feet Per
Feet Per
Plant
Size
Per 100 ft. Diameter Thickness Diameter Bundle
Bundle
Truckload
SDR - 41 100 PSI
LM
4"
-'. 4.500 .110 4.280 63
1,260
20,160
M
6"
�'
�bD 6.625 .162 6.301 28/35/32/40 560/700/640/800 8,400
M
8"
23":SDrv, 8.625 .210 8.205 15/10
300/200
4,400
M
10"
,tT1)y10.750 .262 10.226 12
240
2,880
M
12
12.750 .311 12.128 6/8
120/160
2,240
M
M
M
M
M
4" f-
6"
8"
10"
12"
SDR -
4.500
6.625
8.625
10.750
12.750
32.5 125 PSI
.138 4.224
_204 6.217
.265 8.095
.331 10.088
.392 11.966
63
28/35/32/40
15/10
12
6/8
1,260
560/700/640/800.
300/200
240
120/160
20,160
8,400
4.400
2,880
2,240
SDR - 26
160 PSI
M
2"
2.375
.091
2.193
204
4,080
65,280
M
3"
3.500
.135
3.230
88
1,760
28,160
M
4-
4.500
.173
4.154
63
1,260
20,160
M
- 6"
6.625
.255
6.115
28/35/32/40
560/7001640/800
8,400
M
8"
8.625
.332
7.961
15/10
300/200
4, 400
M
10"
10.750
.413
9.924.
12
j 240
2,880
M
12"
12.750
.490
11.770
6/8
120/160
2.240
SDR -
21
200 PSI
M
2"
2.375
.113
2.149
204
4,080
65,280
M
3-
3.500
.167
3.166
88
1,760
28,160
M
4"
4.500
.214
4.072
63
1,260
20,160
M
6" t
6.625
.316
5.993
28/35/32/40
560/700/640/800
8,400
M
8'
8.625
.410
7.805
15/10
300/200
4,400
M
10"
10.750
-.511
9.728
12
240
2,880
M
12"
12.750
.606
11.538
6/8
120/160
2,240
Prices are subject to a firm policy of "Price in effect at time of shipment on regular purchase."
Possession of this page of a price list does not constitute an offer to sell.
-Freight regulations Wor equipment may reduce maximum footage per truckload.
All prices F.O.B. manufacturing location.
L = normal stock item at Lubbock, Texas
M = normal stock item at Macon, Georgia
Joints Per Quart of Lubricant
(Furnished)
C
4"
85
6"
60
Additional Lubricant
8"
45
10"
35
9'
12"
25
12 Qt. per case .uat'1;.;; _..
15"
15
4 Gal. per case i35_.00;�:gal
18"
12
21-
10
24"
8
27"
5
2

v
-;0011!�1f.
' INSTALLATION
Table d. DESL'RIPTII]N DY i1111F. F.VT MATERI.L CLASUFIQTIIIIS
•
Agricultural PVC Pipe should be assembled and
>OIL fI11L Oi_9C11PTID� IIF
ULAS. TITV.. MATF11.L cLASSIFIC.ITW,
-)iamond
installed with uniform and continuous support from a firm-,15W,.
M„n,„,,,,,„IW„.P,,,,„,,,,n„L,;,,,,,�^,,,:.,.,,,nn.,.�<..,
base in accordance with the installation rocedures rovided
•'""'"'-'„""""......
in ASTM D2321, and the Installation Guide for PVC Water
Pipe (a "pocket -sized" edition is available from your
(1... Il Saba• fW N'e1, �.BYY�nel,•'��ntl.<in rlvav lWean Vq.r
� < I,n •.. .•..! 'M..,..�••_:••-.1•-.••_��`..;<
or from Diamond Plastics Corporation.)
r ��„-•,,,
representative
m a B d P < , -„ d, ••
Embedment materials are to be in accordance with soil
c1<,,.r.-Nma-.aa.-w,.-.n.
n
w N<II-P
classifications listed under Unified Soil Classification
" °°" ` "" '°5"""'""
System, ASTM D2487 and ASTh1 D2488.
5p �- --� •—°M�� �� -w }•'�^ �-
Tc assemble, clean mating surfaces of the bell, spigot, and
C„u III SM,••• GM ..1 .6,•ely 6-rl.„I,J. mnam. V,iamne..i.w.<Ir-�n-r<�.ml.n
•-••-••+^�K•^-'^^"^-"'�-
gasket. Apply gasket lubricant (furnished by Diamond
cc LI•><>'r..<I,P-.I-•••1<I^„•'"m �R,n, �,+•••-•<�r_,....,..n
on Nn. Ana[ r•[. Mve lL V,i 1 -..1 V mn
Plastics Corporation) to the entire spigot end up to the
.w,s,,,,,,•,,,...b„I,-,.�a...14.."wl,......•<i•,•.-1•.•--.••!-••
reference mark. Also, apply lubricant to the contact surface
... !
of the gasket
SC (I,YeT ,<Nt uN.LY nn.nm. `4•e Ju VR ..I ..w b-un M...
Llm I V Sab 4L I.vlek.JN •erT fwe.slr. �-[t flv. wb a <ble> Iv..I.. L.w•I Ian
With the pipe in straight alignment, push the spigot into
the bell up to the insertion line. If a pry bar is used to
d. hv6si <Iau...Y..b...
I[>o[L,. LiWe4"rSPL-� wff...•.<Ib•--�• �"•�•
apply force, the pipe should be protected by placing a board
SIN 1- . ". <-n n •• - n.d T,k... •r ••1v.1 ..". 1. ••'
Imn [am Jw SOi..Wi u m< W.n `4 lU.n.<.
between the bar and the pipe.
M Iv6-- [b al hiN muY. la [I a quW 1. „P• A- Vr.
i
man pwea Nn. y9.n.n.
If normal force does not complete the joint, disassemble the
(Taa95wb IE I.,^.[[il[,nda.s..l„[I.Y.dln.,l.,..> L.,^II...vK••Ir,•
joint and examine the parts to make tertian they are free of
'•s RR a m-e p.a<" N..:al vme.
,�„^,w,,,,,-,,,�.,,,,,,
obstructions. Visually inspect the completed joint to insure
IM 5>•a�<kY.dm.�-��
•-••o�w••••-
the gasket has not been dislodged.
r
5sb -e u hlm <m ASTM D ]u).:.
5%(Lo
• 1" amC,ze -M ASTM D 2D 2 1. Jn S{, 5%
• 1. ,®r4n<c nnG ASTM D lY].'wb vW 53 u I]{ puwF N". _I" <.e.e 1"
Am,Tms W.i. mun [G+aa®[dClm 11 p-dC'W III
•5�
_
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DEGREE
OF COMPACTION VERSUS EMBEDMENT CLASS AND METHOD
OF PLACEMENT AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DENSrrY-
FOR GRANULAR MATERIALS IN PARENTHESIS'
I CLASS OF EMBEDMENT I I I 11 I 111 I IV
MATERIAL DE5:CR0•n(A•I I M>e� I ��� I M�USati I F�,fnm
�alim94 Pf M"w+W1IrN� I I Rn I 41a I b!0
I SalCmmliOaum MNW I bdP.aly (a Rcau•-)DenvlY Range I
Ca"pxl by p0'<cT ump6
95-IW
95-1W
95-500 9 100
a ra.nncr
(15.1a
'WIa
N[ y ET P1 k
095
W95
BD95 7S90
..Eralm
1ra]51
,ILL401
Ct�ltlaln b, 9laaRa
095
W95
J( 75)
0401
HaI�0 p19x
COW
lbw
•R9p,y"
!4W
eDA01
bLL90 W5
Dmq
M80
IOW
(ABO 60]3
l•DtN
O�WI
" Reku.[aev . I anml i.pRmis+
The haunching area is most important to the support of
PVC pipe. For good support, the haunching area should be
compacted to the densities given in the Long Term
Deflection Chart.
Figure 2.
^ lm IaGt vo a a>apm•i0s P11 �••Pf Pr¢fa 0rmae a11Fid lllaep.am.
. salary¢ifR a9.sI1m9aL

be fabricated in almost any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part of the fitting.
Occa,sionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with a coupling called a
transition or repair coupling. In -line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe. Most thrust blocks
will be concrete. Manufacturers recommended thrust blocks at any
change in direction greater than I& . Figure 1 gives an example of
different arrangements for thrust blocks.
Figure 1
1A
Example of different arrangements for thrust blocks.

,•� r IL
- � :���-� ••ice' .t .
Figure 2. Anchorage blacks for in -line valves.
Table 1 is the forces encountered at end plugs. to calculate
forces encountered at bends, tees and wyes, multiply the figure in
Table 1 by the factors given in Table 2.
Table 1. Thrust W at End Plugs
Pipe Diameter
inches
100 PSI 1150
PSI
1200 PSI
250 PSI
11
295
440
590
740
2
455
680
910
1140
22
660
990
1320
1650
3
985
1480
1970
2460
4
1820
2720
3630
4540
6
3740
5600
7460
9350
8
6490
9740
13,000
16,200
10
10,650
16,000
21,300
26,600
12
15,150
22,700
30,200
37,800.
14
20,600
30,800
41,100
51,400
16
26,600
39,800
53,100
66,400
-6-

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
Existing or New
General Information:
Name of Farm:
Owner(s) Name: A4
Facility No: P -- Z39
Phone No: 4io Z46 //'79
Mailing Address: NC $o* AM II&Mp Ak, RarYS3
Farm Location: County Farm is located in:
Latitude and Longitude: Z-70° SS' 02
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 Animals Type of Poulin No. of animals Type of Cane No. of Animazl
j Wean to Feeder Cl Layer 0 Dairy
Cn
Feeder to Finish -g900 U Pullets M Beef
0 Farrow to Wean
Farrow to Feeder
:3 Farrow to Finish Other Type of Livestock: Numberof Animals:_CD
Expanding Operation Only :.. .. .
Z. PtevlousDesign Ctipanty 2.��0 Additional Design Capacity: /g20
Acreage Available for Application:
> 10. 0 Required Acreage: JW 64. o
,
Number of asoons Storage Ponds : z Total Capacity: //// /+ G 3 2 Cubic Feet (ft3)
Are subsurface drains present on the farm: YE or NO (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or RAY FTEL (please circle one)
Owner / Manager Agreement
I (we) verify that all the above inforratioa is correct and will be updat-d 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 coust.-uction of new facilities will requite a new certification to be submitted to the Division of
Environmental `Management b_fore the new animals are stocked. I (we) understand has there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly throuet a+ru^-made conveyance or
from a storm event less severe than the 25-year. 23-hour storm and there must not be run-off irom the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DELI or a new certification (if the approved plan is changed) within 60 days of a tide transfer.
Name of Lanny Owner: (U IA eLIIJA/
-- �[ --I, —i/ 7�pl. L -- L+ Date:
Name of iIana;er(if different from owner):
Signature-
Date-
AWC — January 1,1997

7 Technical Specialist Certification
I. As a technical specialist designated by the North Carolina Sail and Water Conservation Commission pursuant to UA
NCAC 6F .0005, f 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 Manz&== (DEED
as specified in I5A NCAC 2H.0217 and the USDA4Natural Resources Conservadoa Service (MRCS) andfor the Nonh
Carolina Soil and Water Conservation Commission pursuant to ISA NCAC 2HA217 and 15A A'CAC 6F .00o1-.0005. The
following elements are included in the plan as applicable. While each —gory designates a technicai specialist who may
sign each r_rtifirdan (SD, 51. WLP, RC,1)• the technical specialist should only certify pass for which they are technically
- competent. ,
• �NaN�p�4
II. Certification of Design e �1 SSI ,1
A) Collection. Storage. Treatment System 0 0 9
Check the SEAL appropriate box 16415
a
❑ Existing facility without retrofit (SD or WUP) ''•sad, /NE�` ��
Storage volume is adequare for operation capacity; starage capability consistent
rc-quirements. -'N„" NNq�
pN�
New, coed d�or retrofitted facility (SD)
Animz< wa to smrage and tr: tmem strictures, 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 (PIease Print):
AM' *on: •Swa: Co .sw/7R u Sew.:mar S �.
Address(Agency):5-L3 KC- 233�8 PhoneNo.:9ia-Syo_2r03
B) Land Application Site (SNZ-P)
The plan provides for aaiaimum separadons (buffers); adequate amount of land for waste utilization; chosea cop is
suitable for waste managemenc; hydraulic and nuteieac loading cares.
Name of Technical Specialist (Please Print): n:t,t l .UI
k
_ AffiLation:�in��.ts a� �a✓OLr.+A
Address(A;ency): D B e x \-1 i/ya iSryu l f /o c Phone ; o.:5�CO -,S3 -2V'/
r
Signature: AL Date: tF-
C) Runoff ontr 1 frpm Exterior Lots
Cluck Litt appropriate bor
Facility %rithout exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
Faciiiry with exterior tots (RC)
Nle_hods to minimizc the run aft of pollutants from lounging and heavy use areas have beca designed is
accordance with technical standards developed by MRCS.
Name of Technical Specialist (Please Print): T; ^iAA ) r nsa�
Affiliation: S+t
Addres , ry): Pikone No.:
Signatu . v! Date:
AWC — lams h 1997 2

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M��sRowN�s;
i = � OFF, ROLINA'
MEL BOSTIC - GROWER #202
-96D FINISHING-�(�,iusia w
STATE ROAD #50-DUPLIN COUNTY
DIRECTIONS: FROM KENANSVILLE, TAKE HWY. 50 TOWARDS
CHINQUAPIN. AFTER APPROXIMATELY THREE MILES, FARM ENTRANCE WILL BE
ON THE RIGHT.
MAILLING ADDRESS: SHIPPING ADDRESS:
MEL BOSTIC MEL BOSTIC
1452 SOUTH NC 50 NC 50 SOUTH
MAGNOLIA, N.C. 28453 MAGNOLIA, N.C.
[phone]
BROWN'S OF CAROLINA, INC.
303 EAST COLLEGE STREET P.O.BOX487 WARSAW, N.C. 28398-0487 • OFFICE:[phone] FAX:[phone]

State of North Carolina
Department of Environment,
Health and Natural Resources N4• •
Division of Water Quality
James B. Hunt, Jr., Governor +�L —
I IL
Jonathan B. Howes, Secretary : p E H N F L
A. Preston Howard, Jr., P.E., Director
January 29, 1997
MEN40RANDUM:
� M
v �
To: All Interested Parties ?m
yMM
From: Coleen H. Sullins, Supervisor, Permits and Engineering Unit C.G" cn R.I
1. mm<
Subject: Application Forms for New and Expanding Animal Waste Operations m30
c �o
As you are aware, in accordance with General Statute 143-215.10C, no person may construct or operate
an animal waste management system without first obtaining a permit. The Division of Water Quality has,
therefore, begun to implement a system of general permits. All new or expanding facilities required to
obtain coverage under these general permits must submit an application to the Division prior to beginning
construction.
New or expanding operations must submit the attached application form along with the required items in
Section I of the application form. As a Certificate of Coverage must be issued prior to construction, only
Part II of the Animal Waste Management Plan Certification form should be completed The entire animal
waste plan must be certified, including construction, prior to stocking any animals. A copy of the
application form for new and expanding operations is attached for your information and use. Copies of
this form may be made for distribution as needed.
Existing Operations will be notified of their requirement to comply with G.S. 143-215.10C and will
receive application forms via certified mail.
If you have any questions concerning this memorandum or the permitting process please contact the animal
waste permitting Staff:
Andy Oakley (9I9) 733-5083 extension 533
Mike Lewandowski [phone] extension 362
JR Joshi [phone] extension 363
John Jallah [phone] extension 364
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 100% post -consumer paper

4
State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AWMP) certification form, Part II, must be included
with this application prior to the application being accepted as complete.:
�M
Application Date: 97
v m
�.. 3m
I. RE URED ITEMS CHECKLIST ""s
Please indicate that you have read the following list of requirements by signing your initials in the space provided'nex'm eaShm, C-,,
item. _
1. One completed and signed original and two copies of the application for General Permit -
AnimA waste Operations;
2. Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed;
3. Three copies of Pan II of the Animal Waste Management Plan (AWMP) Certification Form. If
the facility does not have Part II of the AWMP completed, it must be completed prior to
submittal of a general permit application for animal waste operations.
II. GENERAL INFORMATION:
1. Farni s names
2. Print Land Om
%A 13
3. Mailing address: /�%s2 Soom Ne- So
Cin•: RAC7NO IA State: _d(K Zip: 2202'53
Telephone Number-(
4. County where farm is locatgd: Dayuzil
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): rROrM KCA) MIStI%KE 7AtE'
&P 50 7bl,46120 4*11 04rml Fiberrt /S OA) k6 rr Aivp 3 Il lLo
6. Print Farm Managers name (if different from Land Owper): —T
7. Lessee's / egrator name (if applicable; please circle which type is lisrgd): jBRowA) S OF C/1-P_oLJAA
FORM: AWO-G-NE 1/97 Page 1 of 3

III. OPERATION INFORMATION:
1. Farm No.: 3 / -� 39 (Only for expanding operations)
2. Please complete the table below as it applies to your facility using the certified design capacity. The "No. of Animals -
should be the maximum number for which the waste management structures were designed.
Type of Swine No. of Animals e of Poultry No. of Animals Type of Cattle No. of Ani r�at�
0 Wean to Feeder 0 Layer 0 Dairy
Feeder to Finish Rio 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farpn: No. of AnimalsL
3. Acreage cleared and available for application 10 Required Acreage (as listed in the AWMP): JIM &4 o
4. Number of Lagoons: 2 ; Total Capacity: 4 /fi! (PI L Cubic Feet (ft3)
Number of Storage Ponds: 0 ; Total Capacity: Cubic Feet (ft3)
5. Are subsurface drains present within 100' of any of the proposed application fields? io or NO (please circle one)
6. Are subsurface drains present in the vicinity or under the proposed lagoon? YES or 0 (please circle one)
7. Does this facility meet the siting requirements in Senate Bill 1217? (Swine Only) <0 or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sued? Ad'i�'96
What was the date that this facility's land application areas were sued? Ab A3�96
IV. APPLICANT'S CERTIFICATION:
I, &JAjuAm d9WIA1 A'VSne We. (Land Owner's name listed in question I.2), attest that
this application for /910 FeeWt -GiAJisfi �xA4asror.�
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required pans of this
application are not completed and that if all required supporting information and attachments are not included this application package
will be returned to as incomplete. �/
S �gnamrex 717� vJ7ri. �,� ..t �4- 44. _Date S/- /y- 9' 7
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I,
(Managers name listed in question L6), attest that this
application for
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required pars of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be retuned as incomplete.
Signature
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
PER. IITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: AWO-G-NE 1/97 Page 2 of 3

DIVISION OF WATER QUALITY REGIONAL OFFICES (9/96)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building. Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square"Mall
Washington, NC 27889
(919) 946-W I
Fax [phone]
Beaufort Jones
Bettie
Camden
Lenoir
Chowan
Martin
Pamlico
Craven
Pasquotank
Currimck
Perquimans
Date
Pitt
Gates
Tyrell
Gteme
Washington
Hertford
Wayne
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
Waxen
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln
Brunswick New Hanover
Bladen
Richmond
Cabarms
Mecklenburg
Carteret Oaslow
Cumberland
Robeson
Catawba
Rowan
Columbus Pender
Hamen
Sampson
Cleveland
Stanly
Duplin
Hoke
Scotland
Gaston
Union
Montgomery
hedell
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
(910)7714600
Fax (910)771—i631
Alamance Rockingham
Alleghany Randolph
Ashe
Stokes
Caswell
Sorry
Davidson
Watauga
Davie
Willies
Forsyth
Yadkin
Guilford
FORM: AWO-G-NE V97 Page 3 of 3

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sROW N•s
OF CAROLINA
MEL BOSTIC - GF�,OWER #202
-960 FINISHING
STATE ROAD #50-DUPLIN COUNTY
DIRECTIONS: FROM KENANSVILLE, TAKE HWY. 50 TOWARDS
CHINQUAPIN. AFTER APPROXIMATELY THREE MILES, FARM ENTRANCE WILL BE
ON THE RIGHT.
MILLING ADDRESS: SHIPPING ADDRESS:
MEL BOSTIC MEL BOSTIC
1452 SOUTH NC 50 NC 50 SOUTH
MAGNOLIA, N.C. 28453 MAGNOLIA, N.C.
[phone]
BROWN'S OF CAROLINA, INC.
303 EAST COLLEGE STREET - P.O. BOX 487 - WARSAW, N.C. 28398-0487 - OFFICE:[phone] - FAX: [phone]

TABLE OF CONTENTS
Cover Sheet
t�
Site Evaluation
Waiver(s) (if required)
Nutrient Management Plan
Soils Map
t/ ASCS Map
NRCS Waste Application Specifications
Topographic Map
LZ Floodzone Map
Emergency Action Plan a 6mP'5
✓� Lagoon Designs Specifications
Lagoon Construction Specifications
Lagoon Operation & Maintenance Plan.
✓ Lagoon Marker Specifications
Seeding Recommendations
✓ Lagoon Classification Sheet
Soils Investigation Sheet
Operation Layout
Excavation & Fill Requirements
✓ DWQ Certification
(J o-nc.E OF I,)T!G-iJ'T
.o
3 rrn
-c v a rn
kD RO ° c')
o r_,
3 rT -
CO

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary ;
A. Preston Howard, Jr., P.E., Director
January 29, 1997
ANT4
`� IL
C)EHNF=?L
MEMORANDUM:
To: All Interested Parties
From: Coleen H. Sullins, Supervisor, Permits and Engineering Unit
V
Subject: Application Forms for New and Expanding Animal Waste Operations
As you are aware, in accordance with General Statute 143-215.10C, no person may construct or operate
an animal waste management system without first obtaining a permit. The Division of Water Quality has,
therefore, begun to implement a system of general permits. All new or expanding facilities required to
obtain coveraee under these general permits must submit an application to the Division prior to beginning
construction.
New or expanding operations must submit the attached application form along with the required items in
Section I of the application form. As a Certificate of Coverage must be issued prior to construction, only
Pan II of the Animal Waste Management Plan Certification form should be completed. The entire animal
waste plan must be certified, including construction, prior to stocking any animals. A copy of the
application form for new and expanding operations is attached for your information and use. Copies of
this form may be made for distribution as needed.
Existing Operations will be notified of their requirement to comply with G.S. I43-215.10C and will
receive application forms via certified marl.
If you have any questions conceming this memorandum or the permitting process please contact the animal
waste permitting staff:
Andy Oakley
Mike Lewandowski
JR Joshi
John Jallah
[phone]
[phone]
[phone]
[phone]
extension 533 .
extension 362
extension 363
extension 364
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper
`4>
�m
a 'crn
am
r,1
z rn <',
CC
=y ,

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid 'Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AW.NIP) certification form, Part II, must be included
with this application prior to the application being accepted as complete.
Application Date: 7' IV- 97
I. REQUIRED ITEMS CHECKLIST
Please indicate that you have read the following list of requirements by signing your initials in the space provided next to each
item
Applicants Initials
1. One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations;
2. Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed; 7J7
3. Tntee copies of Part II of the Animal Waste Management Plan (AWN, Certification Form If
the facility does not have Part II of the AWMP completed, it must be completed prior to
submittal of a general permit application for animal waste operations. 77715
II. GENERAL LNFORMATION:
1. Farms namel
2. Print Land Oa
3. Mailiog address: /SrSZ .5007?t AX So
City: IV!�1UOUA State: Ale, 7ip: ,ZyfiS3
Telephone Number. ( /O ) — "6 //79
4. County where farm is located: ZDUPun/
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): AQOM KEAlAn)SViU_E 7)9,kE
Pant Farm Managers name (if different from Land Owper): _- o
Lessee's I e rator name (if applicable; please circle which type is listgd): Aeolxwl OF Cl124UAi yz.
a
i0 P° C,
mM—
� zm<
3 IC
CO
FORM: AWO-G-NE 1/97 Page 1 of 3

III. OPERATION INFORMATION:
1. Farm No.: 3 1 —.39 (Only for expanding operations)
2. Please complete the table below as it applies to your facility using the certified design capacity. The "No. of Animals"
should be the maximum number for which the waste management structures were designed
Type of Swine No. of Animals Tune of Poultry No. of Animals IM of Cattle No. of Animals
0 Wean to Feeder G 0 Layer 0 Dairy
Feeder to Finish d D 0 Non -Layer_ 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of AnimalsL
3. Acreage cleared and available for application: ; Required Acreage (as listed in the AWAP): SM 64 o
4. Number of Lagoons: 2 ; Total Capacity: 6 /ri4 (e3Z Cubic Feet (0)
Number of Storage Ponds: ; Total Capacity:
Cubic Feet (fr3)
5. Are subsurface drains present within 100' of any of the proposed application fields? tg$ or !NO (please circle one)
6. Are subsurface drains present in the vicinity or under the proposed lagoon? YES or �y,Q (please circle one)
7. Does this facility meet the siting requirements in Senate Bill 12M (Swine Only) Q& or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? /0'/3-76
What was the date that this facility's land application areas were sited? fib' I3'96
IV. APPLICANT'S CERTIFICATION:
fFrrt MrLi//,t1 &sne (e. (Land Owners name listed in question I.2), attest that
this application for _ (QZO FE'EW1e - FiAyistl &A441/D.2
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete.
Date V - / `%- `/ 7
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I. (Managers name listed in question I.6), attest that this
application for
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
0
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
PERaMITS AND ENGINEERING UNIT
POST OFFICE BOY 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FOR:YI: AWO-G-NE 1197 Page 2 of 3

DIVISION OF WATER QUALITY REGIONAL OFFICES (9/96)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rurherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancy
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building. Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Anson
Moore
Bladen
Richmond
Cumberland
Robeson
Hamen
Sampson
Hoke
Scotland
Montgomery
Winston-Salem Regional WQ Supervisor
585 Wauchrown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Rockingham
Alleghanp
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Willies
Forsyth
Yadkin
Guilford
Washington Regional WQ Supervisor
943 Washington Square'Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Berrie Lenoir
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Date
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander
Lincoln
Cabarrus
Mecklenburg
Catawba
Rowan
Cleveland
Stanly
Gaston
hedeil
Union
Raleigh Regional WQ Supervisor
3800 Barrett Dr. .
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Fdgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Duplin
M NI: AWO-G-NE 1/97 Page 3 of 3

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LCS-ENG-538 r. Jc^..n f..<ni J.
Q 5-M 301L COMSERVAnom SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND STrTE
FAYMER'S NA1SE e-6 asf G. DISTRICT
DATE COUNTY
S. C. S. PHOTO Sl=ri'rN0- WORK UNIT
WATERSHED AREA HEASURE'l1ENIS
CROPLA.`ID_ACRES PASTURE ACRES
WOODLAND —ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE ?.LADE (Approz scale I"-- et)
Lam,. M...+rc. t»inr +n a.nl.r fin. o/ dam and &d.nd/V on S*.rah.
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BORING NUMBER AND PROFILE
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BORINGS MADE BY d't' SIGNATURE & TPI'L

SOILS & SUE EVALUAMON
Farm:
I( Operation: 2 -56b lid - II State Road #
I Date: `+-/ / - c7 -) II County: b
Distance to nearest residence: /7pd1
Number of homes within half -mile radius:
Number of homes within one mile radius:
Distance to closest swine producer:
Distance to reedmill:
Wetland Information:
c /.0 z<_
Comments: /y,`/� �fwc �a 6T�oo4 ,� le 5G-
Depth
(ft)
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Signature 8 Title: /j1 fda �1i3 7c� l,<r
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NUTRIENT MANAGEMENT PLAN
Grower(s):
Farm Name:
County:
Farm Type:
Farm Capacity:
Storage Structure:
Storage Period:
Application Method:
Mel Bostic
Duplin
Feed -Fin
4800
Anaerobic Lagoon
180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

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.
This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
4800 animals X 985.50 gal/animal/year =
4,730,400 gallons
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
4800 animals X 2.30 Ibs/animal/year =
11,040.00 Ibs
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.
Page: 2

The following acreage will be needed for waste application based on the crop to be grown,
soil type, and surface application.
Tract
Field
Soil
Type
Crop
Code
Yield
/Ac
Ibs N
/unit
Acres
Lbs N/Ac Lbs N
Residual , /Ac
Ibs N
Required
Time to
Apply
3957
un1
GoA
D
125.0
1.25
31.0
156.3
4843.75
Mar -July
3957
un1
RaA
D
110.0
1.25
15.0
137.5
2062.50
Mar -July
3957
3
NoA
N
60.0
2.40
18.0
20.0 j 124.0
2232.00
S-April
3957
3
NoA
O
33.0
4.00
18.0
132.0
2376.00
Jun-S
Total b4.0
Available N
`Difference
11514.25
11040.00
-474.25
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer
annuals.
'A negative number reflects the total Ibs of additional nitrogen needed to achieve yields on
acreage listed in chart. A positive number means additional acreage is required to utilize the
nitrogen produced by the farm.
NOTE:
This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they .
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
Page: 3

with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
The following legend explains the crop codes listed in the table above:
Crop Code Crop -
A
Barley
B
Hybrid Bermudagrass - Grazed
C
Hybrid Bermudagrass - Hay
D
Corn - Grain
E
Corn - Silage
F
Cotton
G
Fescue - Grazed
H
Fescue- Hay
I
Oats
J
Rye
K
Small Grain - Grazed
L
Small Grain - Hay
M
Grain Sorghum
N
Wheat
O
Soybean
Lbs N utilized / unit yield
1.6 Ibs N / bushel
50 Ibs N / ton
50 Ibs N / ton
1.25 Ibs N / bushel
12 Ibs N / ton
0.12 Ibs N / Ibs lint
50 Ibs N / ton
50 Ibs N / ton
1.3 Ibs N / bushel
2.4 Ibs N / bushel
100 Ibs N / acre
133 Ibs N / acre
2.5lbsN/cwt
2.4 Ibs N / bushel
4.0 Ibs N / bushel
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.
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
Page: 4

prevent over application of nutrients or other elements. Your production facility will produce
approximately 0.36 pounds of plant available nitrogen per animal per year in the
sludge based on the application method listed earlier.
If you remove the sludge every 5 years, you will have approximately 8640.00
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 28.80 acres of land. If you apply
the sludge to corn at a rate of 125 pounds per acre, you will need 69.12 acres of land.
Please be aware that these are only estimates of the PAN and land needed. Actual requirements
could vary by 25% depending on your sludge waste analysis, soil types, realistic yields, and
applications.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
The following is provided as a guide for establishing application rates and amounts.
Tract
Field
Soil
T e
Crop
Application Rate Application Amount
in/hr ' inches
0.50 1.50
3957
un1
GbA
D
3957
un1
Ra
D
0.40 0.95
3957
3
NoA
N,O
0.50 1.50
Note: GbA = GoA
"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
Page: 5

be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsiability of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
Additional Comments:
Producer may elect to irrigate more acreage of Field #3 if desired.
Page: 6

NUTRIENT MANAGEMENT PLAN CERTIFICATION
Name of Farm: Mel Bostic
Owner/Manager Agreement:
Itwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. Itwe know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
Itwe understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: Mel Bostic
Signature: 1.�� 7pz`..�
Date
Name of Manager (if different from owner):
Please Print
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone:
Signature:
- - -..- -- Date
Jimmy R. Vinson
Brown's of Carolina, Inc.
P.O. Box 487
Warsaw, NC 28398
[phone]
< -- -
- —
ate /
Page: 7

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V
DUPLIN COUNTY
NORTH CAROLINA
February 5, 1997
AGREEMENT
This AGREEMENT, is to serve as written permission for Mel Bostic to expand his
existing swine facility at a distance less than the required the 500 ft. from property line.
I understand where the operation is to be located and I am not opposed to the
construction of the 3 - 800 head finishing houses expansion.
This property is located off Highway 50 South, just outside of Kenansville, NC
SEAL)
Ct M u� (SEAL)
North Carolina
1)1,f11 County
I, _fling .t 14. C�„a�. , a Notary Public for said County and State, do hereby certify that
Aar-1 %eyC�' <6 Lln, (rite 1e4Psonally appeared before
due execution of the foregoing instrument.
me this day and acknowledged the
Witness my hand and official seal, this the J' day ofjEbQ,9,,,
19
(Official Seal)
Notary Public
My commission expires
NORTH CAROLINA, Duplin County .... Y.1'////•���1----//}/----
The foregoing orannexed certificate ...
of... "....,
......................................................................
................................................................................................................................islare certified to be coned
This Ins /r1nen�t d/uly recorded and vended, 1hr�t,.......1.....day of........
...u.:...7..............oclock........../7..............M.in th and Page shuwlt pn the f t page hcre f,
at.....
JOYCE I. WILLIAMS, Register of Deeds By' Depury/,4esyrmrtRegisrer of Deeds
m,a ' g'a

DUPLIN COUNTY"='' I
AGREEMENT
NORTH CAROLINA
m
This letter is to serve as written permission for Mel Bostic to expand his existing swine
facility at a distance less than the required 500 feet from my property line. I understand where the
operation is to be located and I am not opposed to the construction of the 4 - 800 head finishing
expansion.
Lan ow r Date
"No;dry Public
°r�'f
North Carolina
m
do hereby certify that
before me this day and
instrument.
Date
a JVptary Public for said County and State,
a personally appeared
ed the due execution of the foregoing
Witness my hand and official seal, this
the /B day of _ky / 19�(-.
Notary Public
My commission expires _ GG rw�(�t. , 19 97
NORTHCARng or an exedDuplc County n��;� . n��l/
The foregoing or annexed cenificate... e(...................................................
...........................................................................................................................................................................................
...........................................................................................................................................................................................
...................................................................................................................................................................................................................
............................................................................................................................................................................................
.................................................................. 27 .............. .. is/am certified to be correct
'Ibis lns//wme/nt/duly recorded and verified, ..... IL.....day of.. ......!........................................................... 19.../..�
at...... iFQ,..7. ..........oclock......... .............. Kin e Ho an Pag�c ss wn of� 1%c fi � age hereof,
JOYCE I. WILLIAMS, Register of Deeds fly.....,, .1.C.. ... .1.!. 11.. lLLt1'�/,1py-.-i
Deputy /A:asrmo Register of Deeds
rad, '6e;'a) S .ea

DUPLIN COUNTY
AGREEMENT
NORTH CAROLINA
February 5, 1997
This AGREEMENT, is to serve as written permission for Mel Bostic to expand his
existing swine facility at a distance less than the required the 500 ft. from property line.
I understand where the operation is to be located and I am not opposed to the
construction of the 3 - 800 head finishing houses expansion.
This property is located off Highway 50 South, just outside of Kenansville, NC
(SEAL)
North Carolina
County
I, <c': a Notary Public for said County and State, do hereby certify that
",�41eti � aztc r` personally appeared before me this day and acknowledged the
due execution of the foregoing instrument. /
Witness my hand and official seal, this the �j' day o19 `I
���N1t111111p// q
yy0Tg�pp 0� ittClal
Notary Public
My co ssion expires-' y / 19 9 7
NORTH CAROLINA, Duplin County —�y-- /I
The foregoing or annexal ccrtificate... or ..,6..iCLa/i..............1.1.�:1e.L� E:.G4L�...J...� ...1.. L............................................
..................................................................... V.................................................................................................................
...........................................................................................................................................................................................
...........................................................................................................................................................................................................I.......
.......................................................................................................................................................islare certified to be correct
This InsW/�me(nljamy recorded and verified this ...... �/......day of............J*.�.C/..:............................................................:19.7..F•
nt....... 1.0-:.../.3........... o-clock...... P.................. M.in the(guok en,,d l`a�c/shown n lyllc, Iy�st page ha f
JOYCE J. WILLIAMS, Regi.ner of Deeds Oy.....`. _U/X ,'• ^�G:Lfllh ...............................
Deputy/Aesk+enMegisier of Deeds
*,a"" Mom. g, a

1N'RCS WASTE UTILIZATION
PLAN SPECIFICATIONS
I. Animal waste shall not reach surface waters of the state by runoff drill, manmade conveyances direct appGcaCon or
direct discharge during operation or land application. Any discharge of waste which reaches surface water c
prohibited
is
2. T"nere mast be documentation in the design folder that the producer either owns or has a notarized agreement for use
of adequate land on which to properly apply the waste. If the producer does not own adequate land to properly
dispose of waste, he/she shall provide a copy of a notarized agreement with a landowner who is within a reasonable
proximity, allowing him/her the use of the land for wane 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 ope anon, increase in the
number of animals, method of ut,17, on, or available land
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climate conditions, and level of management, unless there are regulations that
restrict the rate of application for other nutrients. Actual yields may be used in lieu of realistic yield tables at the
discretion of the planner.
4. Animal waste shall be applied on land eroding less than 5 tons per acre per year. Waste may be applied to land that
is eroding at more than 5 tons but less than 10 tons per acres per year prodding grass filter strips are instal d where
runoff leaves the field (See FOTG Standard 393-Filter Strips)
5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when
there is danger of drift from the irrigation field
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled
cropland When applied to conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occure during a season prone to flooding. ($ce'Wlteathcr 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 act occure off -site
or to surface waters and in a method which does not cause drift from the site during application. No pending 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 firozem
9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste
to depth that would prohibit growth. The potential for salt damage frain animal waste should also be considered
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a highpoteatial for
leaching. Waste nutrient loading rates on these soils should be held to a minimum and a sartaiTcwmter cover* crop
planted to take up released nutrients. Waste shall not be applied mure than 30 days prior to planting of a crop or
forages breaking dormancy.
11. Any new swine facility sited on or after. October 1, 1995 shall comply with the following: The outer perimeter of
the land area onto which waste is applied from a lagoon that is a componet of a swine farm shall be at least 5o feet
from any residential property boundary and from any perennial stream or river other than an irrigation ditch or
canal. Animal waste other than swine waste from facilities sited on or after October 1, 1995, shall not be applied
closer than 25 feet to surface water. This distance may be reduced fur waters that are not perennial provided
adequate vegetative filter strips are present (See Standard 393 - Filter Strips).

NRCS WASTE UTILIZATION
PLAN SPECIFICATIONS
(CONTINRJED)
12. Animal waste shall not be applied closer than 100 feet from wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other dean thuse owned by landowner,.
14. Waste shall be applied in a manner act to reach other propery 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 maybe applied to prior converted cropland provided it has been approved as a land
applications site by a "technical specialist. Animal waste applied on grassed waterways shall be at agronomic rates
and in a manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, shower, 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. Lagoon berms and structured Should be inspected regularly for evidence of erosion,
leakage, or discharge.
18. If animal production at the facility is terminated, the owner is resoonsible 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 vegetalbles 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. Rghly visible permanent markers shall be installed to mark the top and boacm 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 requited to mark the mavmutn storage volume for waste storage ponds.
22. Soil tests shall be made every year, and a liquid waste analysis shall be taken within 60 days of application
consistent with waste utiliztafion plan. Poultry litter shall be tested prior to application. Soil and waste analysis
records shall be kept for five years.
Dead animals will be disposed of in a manner that meets NC regulations.

EMERGENCY ACTION PLAN
PHOj"�'7J' NUMBERS
DWQ 110 3iJr' 3g00
EMERGENCYMANAGEMENT SYSTEM 911
SWCD q10-29%- 7-1 &
NRCS Rlo-Z96-2/Z0
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 nost d in an accessible location for all emnlnve at tha
amity 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 waste 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 caused 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.
Z ti Wd, 6= Ava.L&
1Nn 'NION3 a S11W434
UM-1430-8NH30
03AI333N

D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks -possible action:
a. Dig a small well or ditch 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.
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 noted, 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 of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office;
Phone g10-.39;- _-'Ho0 - After hours, emergency number: 9/9-733 -79Y2. Your phone call
should include: your name, facility, telephone number, the details.of the incident from item
2 above, the exact location of the facility, the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number 911.
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number 00 2%- 24J, local SWCD office phone number
and local NRCS office for advice/technical assistance phone number
910.29�-21L,
4. If none of the above works, call 911 or the Sheriffs Department and explain your problem to
them and ask that person to contact the proper agencies for you.

5. Contact the contractor of your choice to begin repair of problem to minimize off -site damage.
a. Contractors Name: ava Air ,o�
b. Contractors Address:
c. Contractors Phone: _ l9 —G 58-lo2oa
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.

Operator:Mel Bostic County: Duplin
Date: 04/10/97
Has the site evaluation been completed & approved: yes
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
1920 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other :
x 1417
lbs.
= 0
lbs
x 522
lbs.
= 0
lbs
x 135
lbs.
= 259200
lbs
x 433
lbs.
= 0
lbs
x 30
lbs.
= 0
lbs
0
lbs
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 259200 cubic ft (includes
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 65280.0 cubic feet
4. TOTAL DESIGNED VOLUME
259200 lbs
0 cu. ft. add. treat. vol.)
Inside top length (feet)--------------------- 260.0
Inside top width (feet)---------------------- 260.0
Top of dike elevation (feet)----------------- 47.50
Bottom of lagoon elevation (feet)------------ 34.50
Freeboard (feet)----------------------------- 1.00
Emergency spillway depth of flow(feet)------- 0.00
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 254.0 .254*.0 12.00
AREA OF TOP
LENGTH * WIDTH = °
254.0 254.0 64516 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
182.0 182.0 33124 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
218.0 218.0 190096 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
64516 190096 33124 2.00

Total Designed Volume Available = 575472 CU. FT.
Lo ro �l eft s b y �a� Sysi�a < SSS 76 5 4�f 3

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
260.0 260.0 0.0
67600.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 67600.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 259200 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 473472 gals. or 63298.4 cubic feet .
5B. Volume of excess water
Volume = 1737.8 gallons/day * 180 days storage/7.48 gallons
Volume = 41817.6 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 0.0 inches
180 days rainfall = 8.5 inches
Volume = 8.5 in * DA / 12 in. per ft. = 47996 cubic feet runoff
Volume = 0.0 in * lagoon DA/12 in./ft = 0 cubic feet evap.
Volume = 47996 cubic feet

5D. Volume of 25 year 24 hour storm
Volume of "Heavy Rain" 7.5 in.
Volume = 15.0 inches / 12
Volume = 84500 cubic feet
5E. Additional volume as follows:
7.5 in.
inches per foot * DA
TOTAL REQUIRED TEMPORARY STORAGE
5A. 63298 cubic feet
5B. 41818 cubic feet
5C. 47996 cubic feet
5D. 84500 cubic feet
5E. 0 cubic feet
TOTAL 237612'cubic feet
6. SUMMARY
Temporary storage period====================>
180
days
Rainfall during wettest period of storage===>
8.5
inches
Evaporation during storage period===========>
0.0
inches
25 year - 24 hour rainfall==================>
7.5
inches
Heavy rain=====_____________________________>
7.5
inches
Freeboard===================================>
1.00
feet
Side slopes=================================>
3.0
: 1
Inside top length===========================>
260.0
feet
Inside top width============================>
260.0
feet
Emergency spillway elevation(if planned)====>
46.50
feet
Top of dike elevation=======================>
47.50
feet
Bottom of lagoon elevation==================>
34.50
feet
Top of sludge elevation=====================>
36.36
feet
Total required volume============ ---- =======>
562092
cu. ft.
Actual design volume========================>
575472
cu. ft.
Seasonal high watertable elevation (SHWT)===>
41.50
feet
Stop pumping elev.__________________________>
42.19
feet
Must be > or = to the SHWT elev.==========>
41.50
feet

Must be > or = to min. req. treatment el.=>
Min. Required treatment volume______________>
Volume at stop pumping elevation=====_______>
Start pumping
Must be at bottom of F.B. & 25 yr. rainfall
Act. vol. less 25 yr. and heavy rainfall====>
Volume at start pumping elevation=====______>
Required volume to be pumped________________>
Actual volume planned to be pumped=====_____>
Min. thicknessl�f soil liner when required==>
7. DESIGNED BYt�Y~"lv� APPROVED BY:
DATE: ',/ '(,'-q 7 DATE:
40.50 feet
259200 cu. ft.
259292 cu. ft.
45.15 feet
& heavy rain
490972 cu. ft.
491123 cu. ft.
153112 cu. ft.
166366 cu. ft.
1.8 feet
F3

7. DESIGNED
DATE:
('a 7
APPROVED BY
DATE:
SEAL
16415
RV S ..•`�
ENGINEER'S NOTES: Engineering approval is for minimum design standards and is based on
pre -construction site and soils investigations by Brown's of Carolina, Inc. unless otherwise noted.
Brown's of Carolina technical specialist is responsible for excavation and fill calculations and for
nutrient management plan. Engineer shall be notified of any changes and/or site discrepancies found
during construction before proceeding. Brown's of Carolina is responsible for site layout, and shall
verify all required setbacks and absence of subsurface file drains. Owner and/or Brown's of Carolina
personnel is responsible for contacting engineer for construction inspections as necessary to confirm
quality of liner materials and construction. Engineer will conduct final inspection upon notification,
and shall determine the requirements for permeability testing (quantity and location).
OTHER SITE -SPECIFIC NOTES:

JUL-]
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till
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1:2 'J." o" III COU � 11 -1 f

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. The volume of waste generated from a given number
of animals will be fairly constant throughout the year and from year to
year, but excess rainfall will vary from year to year. The heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 45.15 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 42.19 . This temporary
storage less 25 yr and heavy rain contains 166366 cubic feet or
1244418 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
plan. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.

SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER:
THE MINIMUM REQUIRED THICKNESS SHALL BE 1.8 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a NRCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 3
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material unless otherwise specified. When smooth
or hard, the previous lift shall be scarified and moistened as needed
before placement of the next lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS

When specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations
SHEET 3 OF 3
and the side slopes shall be 1:1 or flatter. When tile drains are
encountered, the tile shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile line exists above the embankment it shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATION
AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
The bottom of all lagoons shall be approximately level. The side
slopes shall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
QUALITY ASSURANCE
During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or designer.
During construction of a clay liner, a qualified construction
inspector as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed in accordance
with NRCS South National Technical Center (SNTC) Technical Note
716 (Revised September 1993). In the absence of supervision of
construction by a qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
When testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
60.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED. -
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

L Rv67-��
TYPICAL X—SECTION
SEE NOTE 3
­4 SEE NOTE. 2
EXC = 1 so 4o W
CYO o� x da .n ����
�Ny ovr/Zcui.
FILL = PAD 307 CY
DII<�: �w�fs cY
/D ff,sZ
+ 10%
TOTAL: // `/3-7 CY
/, 25 : / Cat' -A'.!l 1?1 h a
COMPUTATIONS BY: SING
An, Pro •'=yea t
NOTES
.
1) ALL WEAK MAIERIAL TO DE OVERCUT
AND DACKFILLED AND COMPACTED.
11TICKNESS Or UNER DEPENDS ON OVERALL '
DEVIII. LINER rOR TNIS LAGOON TO DE
2) DIKE DENINO IJLUGS TO RE MIN. 0.6''
NIGHER NIA1 O111EI( PLANIJED ELEV..
2' , %
3) WALK AND LOADING AREA TO DE IIUILT 1.5' ADOVE LOW
END PADS. IJUIL.D G' WIDE CONTIN., 7' rROM REAR Or OLDGS;
FILL TO IILDGS NliroRE EOUIP MovEs 'OUT (WORK 10 BE
COORDINAILD W/ IJI.II(; CONIRACIORS).
TOM ELEV, .50.00'
V-zo/? Qr')'/I(('0-

HAZARD CLASSIFICATION DATA SHEET FOR LAGOONS
Landowner /lie L �os% County!L dPG/it
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam G • S'Ft. Length of Flood Pool o Ft.
Date of Field Hazard Investigation L - I 1
Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden
dam failure.
Reach
Length
Width
Slope
Land
Use
Kind of
Improvements
Est. Elev.
Improvements
Above Flood
Plain
Est. Elev.
of Breach
Floodwater Above
Flood Plain
Ft
Ft.
%
Ft.
Ft.
1
1000
D O
I
(/o
/J o y l
D
2
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach /y o �— Alp / 8-0 o ' fo //� S—v
Hazard Classification of Damka)b, c) (see NEM-Part 520.21)
Dam assification (I, II("—. V)
By
(title)
Concurred By `'e, ,.t�<_a�, ,M __ /.. F.
(name) (title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date 41-11 9 %
Date ¢1/i1�7

All dams built with technical assistance from the Soil Conservation Service must have a hazard
classification assigned by the person responsible for approving the design. Most farm ponds, except
in borderline cases, can be classified after a complete field investigation without assuming failure and
making breach studies. This data sheet is to be used for recording the information obtained through
field studies and for documenting the hazard classification. Where there is a possibility for the loss
of life or major property damage from a dam failure, an approved breach routing procedure is to be
used. (Consult with the area engineer.)
Hazard classifications of dams are made by evaluating the possibility for loss of life and the extent of
damage that would result if the dam should suddenly breach that is a section of the dam be suddenly
and completely washed out. It is to be assumed that a wall of water will be released equal to the
height as it moves down the flood plain. The wave height (depth of flooding) should be evaluated
for a sufficient distance downstream until the estimated flood level will not cause significant damage
to improvements, such as homes, buildings, roads, utilities, reservoirs, etc. The breach flood level
will be reduced depending on the valley storage, slope, and openness of the flood plain; however,
in a narrow steep valley slopes steeper than 10% should be given special consideration. One method
of evaluation is to compare available valley storage (under flood conditions) to impoundment storage
(figured to the top of the dam) for each reach evaluated with a judgment estivate made of the flood
wave height at all critical points downstream.
Should there be any questions about the hazard classification for a dam, the area engineer should be
consulted before making design commitments.

LAGOON MARKER
FREEBOARD + 25YR%24HR STORM
MAXIMUM LIQUID LEVEL
6 MONTH TEMPORARY
STORAGE
MINIMUM LIQUID LEVEL
(:7r STORAGE

7
Lagoon Marker
1" PVC Pine
PVC PToe
C-L, 15os :/c.
f
Paint top 2@^ R=

iMorlalily Malian emenl i•Ielhods
(check which mcthod(s) arc being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from pny flowing
stream or public body of water.
'i Rendering at a renderuie plant licensed under G.S. 106.163.7
❑ Complete incineration `
O 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 pan of a dead animal's value without endangering
human or animal health. (Written approval of the Slate Veterinarian must be
attached)
Insect Control Checldist For Animal 01')crations
mnn'cc Cnuse ❑MPS lip Coolrul Insects
I,iquld Syslans
inners • Accuunduliou of solids O I h1sh sysicul is designed and upurated
sufiicleuily la remove accumulalcd solids from
gullcrs as designed.
13 Iluolovu bridout; of accumulated solids ill
.ilgllulls
�+ rum nn111 111VUUlls,'SCIIIIIIg UaSIIIS U1111 pn5 Where
pesl brcediug is npparcid to uiiiihnizu the
crusting of solids to it deplh of oo more Ihun 6 -
—Chet
U inches over more Than 3o% of surracc.
fueeaive Vegelalivu Decoying vegclalimi G Mninloin vugelutivu control along hunks ill'
linnv111 h1goons and other iu lioundnicnis ill prevent
Uccunilllalion ordecuying vegetative nialler
ulolq, WNer's edge on i ilpoundinent's perimeter.
1'rnclices
.. i .r .S:

Swine Farm. Waste Management Odor Con(rol Checklist
0
Recommended best mmmagcnrcnl practices;
C1
(fond Judgnlcml and common sells(
AIIIIIWI limly sill races •
billy manure-covatil allimals
❑
bay floors
Floor sill faces
Wct mlaumru-covered floors
F1
Skilled floors;
n
Walcrers located over slotted floors;
CI
FecAcrs ill high cud orsolid (fours;
r-1
Scrape manure buildup from floors;
Cl
Untlunnor vemilaliom ror drying
Manure eullccliun piss •
thine;
n
neclucm nuumu'e rcmloval by fhlsh, pil rucharge,
•
Partial microbial decomposition
or ser tic;
_
n
Underllnorvenlilalion
Velllildll1111 exhallsl hills •
l/Illallle Buses;
Cl
Foil Illlllllll'1Ii11iee;
Dllsl
❑
rirliciemloirmovement
1(Juur surrxces
busk
CI
Washdmvm Lclwccu groups orunimmds;
CI
I'eed additives;
O
Feeder covers;
Cl
Feet ltulive'y dllivllslllllll exlellle's to feefer
Flush lamks
Aghuuml oflecycicd lagoon
O
covers
Flash rant; covers;
lilfald while lunks are fillfmg
❑
lwead fill lilies to near bouanl orlaaks will
mull-siphml vents
I Imsh all ) s
___
Agmaliol 'I'll ag wnsltnvmer
Cl
Undurnoor flush with uudcrlloor vellltlilt ium
conveyance
Pll Ieclnll'ge lmlmis •
Agllallllll orrecycfell lagoon
r7
17Rlelld rel'llilrge lines Ill near holllllhl ol•lllls
liquid while fins tire filling
with onli-sipholl velas
Lill sianiuus
Agifuliun durfmg soup wlk
Cl
Sump tumk covers
filling nod drawduwll
flolsidu drdm collection •
Agitation during wastewater
f_I
flux covers
urjumulhnlbuses
conveyance
Ah1f7f: • I•Imemher 1 I,1996, Pup 3

5uurcc
End o— �_
lagoon
1.1190u1f--
nuzzles
5lnrlge lack er I
sullhce
Scaling bruin sal
C411SC
ul • Agilulion during Waslewaler
conveyance
• Volatile gas cnlissi
• Dialogical nlixiug;
• Agilulion
• I Ilgh pressulc agilalion;
• Wind drill
• 1'mlial micnlLial dccunqu
• Mixhlg urhllc filling;
• Agilulion when rnlplylug
IIMI's to Ml111111 Odor
Cl Gxlcnd dischargo point of pipes undcnlcalh
lagoon liquid level
Cl Proper lagoon liquid capucily;
.0 Correcl lagoon startup procalures;
❑ Miuhnuln snrfuco area-lo-volume ralio;
Cl Min6nunl agilalion whcu.pumping;
Cl Mccllanlcal acrallon;
f1 I'roveo biological addilives
" Ill11pac on dry days will) lilllu or an wind;
Cl Mhlinuuu reconlnlended operalhlg pressure;
C] . I'ungl 11114ke near lagoon liquid surfucc;
Pump frnul second-slago Ingooll
fl Il»Ilom or midlevel luudiag;
Cl 'funk covers;
O D4sin snrftice alms of solids;
Cl Proven Liological additives or oxidants
Cl GxlClld drainpipe mdlcis undcrocall 1• ' I
Site Specific Tract
Mixing while filling; •
level; I Iquu
•
Agilullon when calplylag
Cl
RCIllovc sellied solids regularly
Llar:ure, slurry ur sludge •
Spreader uollels
Agilulien when spreading;
CI
Soil iu'ecliou of slum /sled cs
Y g
•
Volatile gas emissions
Cl
1
W4sb*residlyd unumro troll sprcad4r uncr use;
Ihlcov— cr—all nulnllrc. 0
Vulalile gas cndssiucs Mille
n
Prlrveu biulog 111 nddilives or oxidants
shiny or shalge oa Geld
drying
U
Soil injccliml UI•shnry/sludges
sulGlces
171
Soil incorpnrluion within 48 hrs.;
CI
Spread in Illiu uniforul layers for rapid ihyicg;
Dell Imimals
Calms decomposilion
['I
I'mven bloingical oddilivcs or oxidants
O
Proper disposhinu al•carcassus
Ocall Imillnll IIISIIIIS:II •
1111s
Cal'easS Iicuum11U3i111111
[[
CUI11111C1C CUVerlllg carcasses 111 IIIIr1:11 II IIS;
CI
limper lacmiou/cnaslracllon ol'disposal lnls
Incinerators •
lucungdcle el.... ion
CI
Secondary slack harpers
f[p�S AbIOC- November 11, 1996, Page
•

Cause
Sl;ulilingwalcraruonj sulpluperdrainage;
f ldlilics
• Microbial decoluposmoo of
organic Mailer
mm,,,re odegell onto
public roods linty flan
access
Ilpll's In M61IIII
Cl Gradc awl huulscapu such
away flool facilities
acccSS toads 0 Farol access rOn(I Ionilllcaullco
Water
AJdilinual hlfarnatlml :
Swine tv6nnlrc blanagement ; 0200 Ilu1dUMP FOckel
I Stvinu Prudncliuu Funs 1'olcuNal Odor Sautccs and Itmoedies ; 1!IIALr Flicl Shut
Swine Pro,'"cdoo Facility Manure Manngcmcat: 1'11 Itecllurgo - Lngnan Trcatmcnl ; PIIA1! 129.88
Swine Produclhnl Facilhy Mallolo Muuagewcol: Underfloor Flush - I,agoml -1-rcalulunl ; I DA I! 127-88
Lagoon benign ood blunagculent liar Liveslock Mulnue Tremalenl and Storoge ; FDAI! I()J-8)
Culibralion of Munnrc and Wastewater Applicaliun Gpdpwall ; GIJAIi Foci Shcel
Cunlndliog Odors from Swint ILdldiugs ; FII1.33
Fliviranlnenlal Assnruucc Ilrogranl ; N1,11C Mutual
fJpdolls for k1uaugiug Odor; n report from the SWllle Odor Tusk Force
Nulslmce Contents in Aulmal Manure Management: Odors and Files; I'i10107, 1773 Cunfcrcnce I'rocecdings
AM0C - November 11, 1996, Pup 3
Avallnble From :
NCSII, Cuanly I!xlcnsiwl Ccnlcr
NCSII - IIAI!
NCSII - IIAI!
NCSII - IIAI!
NCSII - IIAI!
NCSIJ - IIAI!
NCSII - SWlae Cx(cnslull
NC fork Producers Assoc
NCSII Agri Caonnunicallons
Florida Cunperalive I!xlcnslnn

DUPLIN COUNTY
AGREEMENT
NORTH CAROLINA
This letter is to serve as written permission for Mel Bostic to expand his existing swine
facility at a distance less than the required 500 feet from my property line. I understand where the
operation is to be located and I am not opposed to the construction of the 4 - 800 head finishing
expansion.
J- flf7A7 , 12- Z6, - 9(,
Landowner Date
Notary b' Date
North Carolina
County
I, , a Notary Public for said County and State, do
hereby certify that personally appeared before
me this day and acknowledged the due execution of the foregoing instrument.
Witness my hand and gfficial seal, this the
19
Notary Public
My commission expires , 19
day of ,

DUPLIN COUNTY
AGREEMENT
NORTH CAROLINA
This letter is to serve as written permission for Mel Bostic to expand his existing swine
facility at a distance less than the required 500 feet from my property line. I understand where the
operation is to be located and I am not opposed to the construction of the 4 - 800 head &Wishing
expansion.
Lan o r Da e
Notary Public Date
North Carolina
County
Ia Notary Public for said County and State,
do hereby certify that personally appeared
before me this day and acknowledged the due execution of the foregoing
instrument.
Witness my hand and official seal, this the
day of 19
Notary Public
My commission expires , 19

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
Existine or New or ._ . andedj(please circle one)
General Information:
Name of Farm: MCI, Acne Facility No: Sl -- Z39
Owner(s) Name: IW% Phone No: 910 Z940//79
Mailing Address: 1ysZ S AIC $o /MGM la ALM, SIC .Z FY53
Farm Location: County Farm is located in: PyOW^/
Latitude and Longitude: 32° �Yr 102 / TV sS' ! o�
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 Animals
❑ Wean to Feeder
Feeder to Finish
*I900
❑ Farrow to Wean
• Farrow to Feeder
• Farrow to Finish
Type of Poultry No. of Animals
Cl Layer
❑ Pullets
Other Type of Livestock:
zpanding Operaaan
Previous Design Capacilr.
900:
Type of Cane No. of Animals
0 Dairy
Beef
Number of Animals:
Additional Design Capacity /9z0
Acreage Available for Application:
> 10. O Required Acreage: -'W 104' o
Number of 90nbStorage Ponds: 2 Total Capacity: M*4 G 3 2 Cubic Feet (ft3)
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 or PRAY FIEL (please circle one)
Owner / Manager Agreement
I (we) verify that all the above information is correct and will be updates 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 througha man-made ccnveyance 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. 'Me approved plan will be filed at the farm and at the
office of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land ownership
requires written notification to DELI or a new certification (if the approved plan ichanged) within 60 days of a fide transfer.
Name of Lana Owner
Name of NIanaeer(if different from
Date: V — /�/ — y %
Date: -
AWC — January 1,1997

Technical Specialist Certification
L As a technical specialist designated by the North Carolina Soil and Waver Conservation Commission parmant to 15A '
NCAC 6F .0005, 1 certify that the animal waste management system for the farm named above has as animal waste
management plan that meets or exceeds standards and specification of the Division of Environmental Management (Dee)
as specified in 15A NCAC 2H.0217 and the USDA -.Natural Resources Conservation Service (iiRCS) and/or the north
Carolina Soil and Water Conservation Commission pursuant to I5A NCAC 2H.0217 and 15A NCAC 6F.000t-.0005. The
following dements are included in the plan as applicable. While each category designates a technical specialist who may
sign e_c:t r:lficzdan (SD, SI. WLY, RC. 1), the te-chnical specialist should only certify parts for which they are technically
Competent.
H. Certification of Design ,`'oE ssroN �9
A) Collection. Storage. Treatment System a 9
Check the cppropricrrbox SEAL
,ey1,_6415
Q Existing facility without retrofit (SD or �VUP) '%y�sGI PIEE�
Storage volume is adequate far operation capacity-, storage capability eanistent st/M'
requirements. �8804 %at .
New, x��or retroRtted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoon and ponds,
have been designed to meet or exceed the minimum standards and specification.
.Name of Technical Specialist (Please Print):
A aliadon:_ S 4nsk if u
Address(A-ency):.5 u �dY r� 5F. � /� la N�2�3 Phone No.: Ple -3 -2/e3
Signature: `A". Date: 4//Z/57
B) Land Apolication Site CWUP)
Ta-- plan provides for minimum separation Chaffers): adequate amount of land for waste utilization: chosen crop is
suitable for waste managemeht: hydraulic and ancient loading cars.
Name of Technical Specialist (Please Print):_ J t MAf f/i.USn —
Afliliaticn:t
Address(Agency): J2 D le a " %-Sl aj OL Phone No.:�Lll
Sienanire: ifL+.catii l� I/wc� ----- Date: J,h//
Q Runoff Controls fr
Caecz die appropria:e box
Facility ttithout exterior lots (SD cr SVUP or RC)
This facility does not contain any exterior lots.
Cl Facility with exterior lots (RC)
Methods m minimize the run off of pollutants flvm lounging and heavy use areas have be -_a designed in
aczcrdance with te^_hniczl standards developed by NRCS.
'`fame of Technical Specialist (Please Print): 7 r w"M t 4) t
AfnIiation: 75-;1-M =
NO.:
AWC — )anuiry/I.1997 U 2

D). Application and Handling Equipment
Greek@ the ppropricrebo: -
l1d pristine o ezo�nd Facility with extsttnQ waste application eauinment (W7jP or 1) -
Animal waste applicaaon 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 manage..meat plan: (existing aoblicadan 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 apolicadobs has beta
established; required' buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
n
Anir-11 waste application equipment specified in the plan has be --a designed to apply waste as n�essary to
accorarnodarc the waste management plan; (proposed application equipment can cover the area required by the
plan ac races act CO exceed either the specified hydraulic or oucriemt loading races; a schedule for arnica of
applicadoes has been established; required butters can be maintzined; calibration and adjus=rt guidance are
contained as par, of the plan).
0 New. expanded or existing facility without existing waste application -cuipment for land
spreading not using Spray intgatton (ViVP or I)
Animal waste applicadam equipmeac 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 races not to exceed either the specified hydraulic or nutrient loading races; a schedu!e for timing of
applications has been established; required buffers can be maintained• calibration and adjustment guidance are
contoured as part of the plan).
Name of Technical Specialist (Please Print): . I roil rV11/ �iw,5o h
Affiliation:
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an lmsect Control
Checklst, a Morality Njanagemeac Check.ist and am Emergency Action Plan Soures of both odors and insects
have been evaluated with resp ct to this site and Best Management Practices to .Nliaimize Odors and Best
)4anaae.lent Practices to Control Imse^_s have bcca se!ecced and included in the waste manaaemeac plan. Both the
Mcc— icy Manageate nc Plan and the E:aergeacy Ac ioa Plan = complete and caa be imble: aced by this ticilicy.
Name of Technical Specialist (Please Print):__ i n4"LA r+-5
Affiliation: �i9^
The following signature block- is only to be used for new or expanding swine farms that begirt construction after June
21,1996. If the facility was built before June 21,1996, when was it constructed or last expanded
I (we) c :zira( that I (we) have acteaspred w cantar. by terrified mail all adjainina proccay owners and all property owners
who own property located across a public road. strect. or highway from this new or expanding swine farm. The notice was is
compliance with the rr_u remehts of NCGS I06-805. A copy of the aatic and a list of the pmpcy owners nodded is
arcched x
Name of Land Owner
Date: F7
Name of Manager(if different from owner)
Signature
AWC — January 1,1997

III. Certification of Installation
A) Collection. Storage. Treatment installation
New. expanded or retrofitted Facility (SI)
Animal waste storage and.tr_atment structures, such as but not limited to lagoons and ponds, have been installed in
accordance with the approved plan inmeet or exceed the minimum standards and specifications
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):.
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
B) Land Application Sfe (WUP)
Check the approprta:e box
❑ The cropping system is in place on all land as specified in the animal waste management plan.
❑ Conditional Approval: all required land as speed in the plan is cleared for planting: the napping system
as specified in the waste utilization plan has not been established and the owner has committed to establish the
vegemtioa as specified in the plan by (rnoa&day/year); the proposed cave: crop is aporapra z
for compliance with the waszeudlization plan.
a 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 ce dficadca. the owner has comminci to establish an interim crap for erosioa contral;
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
This following signature block is only to be used when the box for conditional approval in M. 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== for erosion con_ol. and will submit to DENI a ver:fieaoa of comnletien from a
Tc hn cal Specialist within IS calendar days foLowing the data specified is the conditional certification I (we) r=UZ- that
failt_^e to submit this verification is a violation of the waste managemeat plan and will subject me (us) to an enforcement
action from DEYL
Name of Land Owner:
Signature: —Date:
Name of Manager(if different from owner):
Signature: Date:
AriC — January 1.1997

Q Runoff Controls from Exterior LOtc (RQ
Facility with exterior lots
Methods to minimize, the run off of pollutants from lounging and heavy use areas have be a installed as specified '
in the plan
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
D) AuDlication and Handling Eouinnent Installation (SYUP orn
Check the apprppr_e block
❑ Ac al'ii test application, and handling equipment specified in the plan is on site and ready for use; ca.niadon
and adjustmeat m-r- ials 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 insalld but the owner '
has proposed leasing or third party applicatioa and has provided a signed contrast: equipmenat soecifted in the
coarract agrees with the requirements of the plan; required buffets can be maintained: calibration and
adjusttaeat guidance have been provided to the owners and are contained as par, of the plan.
❑ Conditional approval: Animal waste apolicadon and handling equipmea[ spe ified in the plan hzsbeen
purcbasd and will be on site and instzed by ([non[h/day/year): v5e is adequate sm2?e to
hold the waste until the equipment is instz!led and until the waste can be lard applied in accordance wi[h the
cropping system contained in the plan; and calibration and adjus•.ment guidance have been provided to the
owners and are confined as part of the plan.
Name of Technical Specialist (Please pnmt):
ARUation:
Address(Ageacy): Phone No.:
Signature: are:
The following signature block is only to be used when the box for conditional approval in III D
above has been checked.
I (we) certify that 1 (we) have committed to purchase the animal waste application and handing equipment as
specified in my (our) waste management plan and will submit to DELI a verification of delivery and insrall-adca
from a Techical Sce^_ialist within E5 calendar dzvs following the dace specified in the conditional certification. I
(we) realize that failure to submit this verification Is a violadon of the waste myna^emenc plan and will subject me
(us) to an etuorcemeac action from DENT.
Name of Land Owner:
Signature: Date:
Name of 1•Ianager(if different from owner):
Signature: Date:
L7 Odor Control. insect Control and NSor•ality Management (SD ST MTP RC or n
Methods to control odors and insects as specified in the Plan have been installed and are operationaL The
mortality management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No. -
Si --nature: Date:
AWC — Jaauary 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
Division Of Water Quality
Water Quality Section, Compliance Group
P.O. Box 29535
Raleigh, NC 27626-0535
Please also remember -to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy in
your files with your Animal Waste Management Plan.

r
R--ised January 22, 199'
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number
Farm Name:
On -Site Representative:
Inspector/Reviewer's Name:J
Date of site visit:'gq
Date of most recent WUP:
Operation is'flagged for a wettable
acre determination due to failure of
Part 11 eligibility item(s) F1 F2 F3 F4
_]Operation not required to secure WA
determinatio at this time based on
exemption E1 E2 E3 E4
Annual farm PAN deficit: _ -q-Iq. z pounds
Irrigation System(s) - circle 1#: 1. hard -hose traveler, 2. center -pivot system; 3. linear -move system;
4. stationary sprinkler system w/permanent pipe; 5. stationary 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 III. (NOTE: 75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part Il. Complete eligibility
checklist, Part II - F1 F2 F3, before completing computational table in Part III).
PART 11. 75% Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required because operation fails one of the eligibility
requirements listed below:
F1 Lack of acreage which resulted in over application of wastewater (PAN) on spray
field(s) according to farm's last two years of irrigation records.
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 for travelers 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.

L
Et
Facility Number
.
Revised January 22, 1,
Part III. Field by Field Determination of 75% Exemption Rule for WA Determination
rthave to combine fields to
calculate 75% field by field determination for exemption if possible; otherwise operation willbe 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 i£ 1998) of irritation 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.

„gy�pp,,,,
ANIMAL WASTE MANAGEMENT PLAN CERTMQMA fTVs�ffit XISTING FEEDLOTS
Please return the completed form to the Division of Environment "i^sjuent at the address on the
reverse side of this form. 1431
t- OPERATIONS BRANCH e.0 : -3
Name of farm (Please print) Jr. rams __
Mailing Address: � jy
Farmlocation: Latitude and Longitude: ,a 3� - ' ye” (required). so, please attach a
copy of a county road map with location idenh ,
Type of operation (swine, layer, dairy, etc.) : Aline,
Design capacity (number of animals) : o
Average size of operation (12 month populatron avg.): 2990
Average acreage needed for land application of waste (acres)
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant
to 15A NCAC 6F .0005,I certify that the existing animal waste management system for the farm named
above has an animal waste management plan that meets the operation and maintenance standards and
specifications of the Division of Environmental Management and the USDA - Soil Conservation Service
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 and their corresponding minimum criteria have been
verified by me or other designated technical specialists and are included in the plan as applicable: minimum
separations (buffers); adequate quantity and amount of land for waste utilization (or use of third party);
access or ownership of proper waste application equipment; schedule for timing of applications; application
rates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe
than the 25 - year, 24 - hour storm.
_When checked, see reverse side of form for conditions/exceptions.
Name of Technical Specialist (Please Print): MICHAEL E. SUGG —
Affiliation (Agency): USDA, NAT. RES. CONS. SERV. —
Address (Agen�y): PO BOX 277 KENANSVILLE NC —
Signature: 7ik .. �� J r, Z -9 6 TELEPHONE [phone] —
Owner/Manager Agreement
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) also understand that there must be no discharge of animal waste
from this system to surface waters of the state either directly through a man-made conveyance or through
runoff from a storm event less severe that the 25-year, 24-hour storm. The approved plan will be filed at the
farm and at the office of the local Soil and Water Conservation District.
Name of Land r (P1ean Pprlt): . t /New. a� is, �7; C tl'-
CivnnhirP• 1l. 7rJ./-___ aVj_ -Y—' /!- Date: J_ .r- 1/
Name of Manager, if different from owner (Please print):
Signature: Date:
Note: A change in land ownership requires notification or a new certification (if the approved plan is changed) within 60 days of a title transfer.
DEM USE ONLY: ACE#
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0„
REGISTRATION FORM FOR ANIMAL FEEDLOT OPERATION ' U
Department of Environment] Health and Natural kl�ces'E? `
Division of Environmental Management
Water Quality Section
If the animal waste management system for your feedlot operation is
designed to serve more than or equal to 100 head of cattle, 75
horses, 250 swine, 1,000 sheep, or 30,000 birds that are served by
a liquid waste system, then this form must be filled out and mailed
by December 31, 1993 pursuant to 15A NCAC 2H.0217(c) in order to be
deemed permitted by DEM. Please print clearly:
Farm Name: A I e L T? -�"!:e
Mailing Address:
County:
Owner (s) Name!
Manager(s) Name:
Lessee Name!
Farm Location (Be as specific as possible: road names, direction,
mileposts etc.) : /L; Ct 5� '' ova c-'( 5 ,;>/le 5 5. `• o f
Latitude/Longitude if known:
Design capacity of animal Waste management system (Number and type
of confined animal (s)) : Fir ierz �,(y s r-12-
Average animal population on the farm (Number and type of animal(s)
raised) : Z RD r>•� sift-7�s
Year Production Began! //%GL- ASCS Tract No.: T-3957
Type of Waste Management System Used: C�sSCah�
1 .air Acres e c Cc Ct�
Acres Available for Land Application of Waste: `t3 o-kTo-s cF Fescue
Owner (s) Signature (s) : DATE: /2-/-�
DATE:
3I-U1

State'of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretcry
A. Preston Howcrd, Jr., P.E., Director
February 17, 1994
Mel Bostic
Rt. 1 Box 117
Magnolia NC 28453
Dear Mr. Bostic:
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].
enc:
P.O. Box 29535, Raleigh, North Carolina 27626-0635
An Equal Opportunity Affirmative Action Employer
Sincerely,
a
Steve Tedder, Chief
Water Quality Section
Telephone [phone] FAX [phone]
50%recycled/ 10%pastconsumer paper

Site Requires Immediate Attent.o-
Facility No.
DIVISION OF ENVIRONMENTAL MANAGEMENT
j� ANIMAL FEEDLOT OPERATIONS SITE VISITATION RECORD
DATE: ' 2 3 1995
Time: ' O /S
40
�1
Was any seepage observed from the
Is adequate land available or spray? es r No
Id
Crop(s) being utilized: i 14t
Farm Name/Owner: M o k R as-►-t c-
Mailing Address: H51 1)� u c not
Court
Integrator: T6 COC//M 0
On Site Representative: T
Physical Address/Location:
Phone:
Phone: ?/0 2,?6 1179
Type of Operation: Swine _�� Poultry _ Cattle —v
Design Capacity: 'Lc K (Z_ Number of Animals on Site:
DEM Certification Number: ACE DEM Certification Number: ACNEW
Latitude: � ° T' �" Longitude: 2Z° ��' _" Elevation:' Feet
Circle Yes or No
Does the Animal Waste Lagoon have sufficient freeboard of 1 Foot + 25 year 24 hour storm event
(approximately 1 Foot + 7 inches) or No Actual Freeboard: ' F __!� Inches
Yes or@ Was any erosion observed? Yes r N
Is the cover crop adequate? Yes or No
Does the facility meet SCS minimum setback criteria? 200 Feet from Dwellings? iY s or No
100 Feet from Wells? esloorr No
Is the animal waste stockpiled within 100 Feet of USGS Blue Line Stream? Yes or i to
Is animal waste land applied or spray irrigated within 25 Feet of a USGS Map Blue Line? Yes o1 N�
Is animal waste discharged into waters of the state by man-made ditch, flushing system, or other
similar man-made devices? Yes or(o If Yes, Please Explain.
Does the facility maintain adequate waste management records (volumes of manure, land applied,
spray irrigated on specific acreage with cover crop)? Yes or No
Additional Comments:
Inspector Name
cc: Facility Assessment Unit
Use Attachments if Needed.

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
November 13, 1996
William Melvin Bostic
Melvin Bostic Farm
1452 S NC 50
Magnolia NC 28453
SUBJECT: Operator In Charge Designation
Facility: Melvin Bostic Farm
Facility ID#: 31-239
Duplin County
Dear Mr. Bostic:
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,
_j
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 27687, 'q *Raleigh, North Carolina 27611-7687 Nif C An Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 50% recycled/100/ post -consumer paper