820719_Permit Renewal Application 2019_20190410

On Septemb
expire. As
must be rece
Please do
Application
1. Farm Ni
2. Facility
3. Landow
4. Landow
City:
5. Facility's
City:
6. County w
7. Farm Mar
8, Faro Mar
9. Integrator
10. Operator
11. Lessec's 1
12. Indicate a
Current P
state or Norte earouna
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Pervrit
30, 2019, the North Carolina State Non-Discbarge General Permits for Animal Waste Management Systems will
squired by these permits, facilities that have been issued Certificates of Coverage to operate under these State
General Permits must apply for renewal at least 180days prior to their expiration date. Therefore, all applications
od by the Division of Water Resources by no later than April 3, 2019.
Pt leave any question ananslvered Please verily all information and make any necessary corrections below.
fist be signed and dated by the Pemtiree.
fiber: 82-0719 Certificate Of Coverage Number: AWS820719
sme: Ronnie Johnson Farm
is Name (same as on the Waste Management Plan): Ronnie L Johnson
rs Mailing Address: 11704 Boykin Bridge Rd
toseborot State: NC Zip: 28382
Number: 910-564-4788 Ext. E-mail:
'hysical Address: 1929 Mintz Rd
Roseboro State: NC
ere Facility is located Sampson
iger's Name (if different from Landowner):
Ronnie L Johnson
�ger's telephone number (include area code):
910-564-4788 Ext.
Name (if there is not an Integrator, write "None"):
MuMhy_Br!L LLC
me (Ole): Ronnie t_ Johnson
Phone No.: 910-564-4788
une (if there is not a Lessee, write "None"):
imal operation type and number:
mil: Operations Type
Allowable Count
Swine - Wean to Feeder
6,400
Wean o Finish
Wean Feeder
Faro to Finish
F to Finish
Ferro to Wean
Faro to Feeder
Gilts
Other
Cattle
Dairy Calf
Non Laying Chickens
Dairy Heifer
Laying Chickens
Milk Cow
Pullets
Dry Cow
Turkeys
Beef Stocker Calf
Turkey Pullet
Beef Feeder
Beef Broad Cow
Wet Poultry
Other
Non Laying Pullet
Layers
Zip: 2 387
OIC #: 22392
Other Tvnes
Horses - Horses
Horses - Other
Shoop- Sheep
Sheep - Other

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
nnrronti nnc anA nrn AAP miceina Anus _)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
�� q
D
SO O
26.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical saeciallst, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
S. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

i attest that 1his application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all requircd parts of this application are not completed and that if all required supporting information and attachments are not
included, this 3pplication package will be returned to me as incomplete.
Note: In rdance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Sectio i 1001 provides a punishment by a fine of not more than S10,000 or imprisonment of not more than 5 years, or both for
a simil r offense.)
Printed N of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, s ture should be by aprincipal executive officer of the corporation):
Name:
C . t✓f/�%1.S�Q Title:
SiDate:
Name: Title. -
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD DE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019PermltRenewalC'ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 2018
Primary
IJ
Mo-.1daHty Management Methods
ethods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
o Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
o Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
o In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
Date

Nutrient Management Plan For
This plan has been prepared for:
Ronnie Johnson Farm 82-719
Ronnie Johnson
11704 Boykin Bridge Road
Roseboro, NC 28382
910-564-4788
Anima[ Was e Utilization
03-30-2004
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-568-2648
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
�=-- 3130 6
Signature (own Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
PP
T ical Speciali Signature Date
600190 Database Version 3.1 Date Printed: 03-30-2004 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.
S5
Swine Nursery Lagoon Liquid waste generated 1,222,400 galslyear by a
6,400 animal Swine Nursery Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
2815
Incorporated
4835
Injected
5325
Irrigated
3060
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
6,646.92
2,655,053
-1,432,653
Note: In source ID, S means standard source, U means user defined source.
600190 Database Version 3.1 Date Printed: 03-30-2004 Source Page 1 of 1

Narrative
THIS PLAN IS A REVISION OF THE PLAN COMPLETED, BY SONYA BARBER OF THE
NRCS/DUPLIN DISTRICT OFFICE. THIS PLAN DEPICTS THE WETTABLE ACRES ON THE
FARM AND DISPLAYS THE SAME IN THE CALCULATION TABLES. The rates for the
summer/winter annuals represent a grazing rate.
600190 Database Version 3.1 Date Printed: 03-30-2004 Narrative Page 1 of 1

UA
The table shown below provides a summary of the crops or rotations included fn this plan for each field. realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useabl
a
Leaching
dex (Li)
Soil Series
Crop Sequence
RYE
1-
Lane 1
3.54
3.54
N/A
Norfolk
Rye, Grain
*45 bu.
Pearl Millett, Pasture
*4.0 Tons
1-
Lane 2
5.07
5.07
N/A
Norfolk
Rye, Grain
*45 bu.
Pearl Millen, Pasture
*4.0 Tons
1-
Lane 3
5.07
5.07
N/A
Norfolk
Rye, Grain
*45 bu.
Pearl Millen, Pasture
*4.0 Tons
1-
Lane 4
4.511
4.51
N/A
Norfolk
Rye, Grain %
*45 bu.
Pearl Millen, Pasture
*4.0 Tons
1-
Lane 5
4.17
4.17
N/A
Norfolk
Rye, Grain
*45 bu.
Pearl Mllen, Pasture
*4.0 Tons
1-
Lane 6
4.66
4.66
N/A
Norfolk
Rye, Grain
*45 bu.
Pearl Millett, Pasture
*4.0 Tans
PLAN TOTALS: 27.02 27.02
Ll
Potential Leaching
Technical Guidance
< 2
ow potential to contribute to soluble
None
trient leaching below the root
>= 2MOderate
potential to contribute to
Nutrient Management (590) should be planned.
<-10
soluble nutrient leaching below the
at zone;
High potential to oontribute to
Nutrient Management (590) should be planned. Other conservation practices that
soluble nutrient leaching below the
improve the soils available water holding capacity and improve nutrient use
> 10
root zone.
efficiency should be considered. Examples are Cover Crops (340) to scavenge
nutrients, Sod -Based Rotations (328), Long -Term No -Tiff (778), and edge -of -field
practices such as Filter Strips (393) and Riparian Forest Buffers Q91).
On 19n Database Version 3.1 Date Printed 3/30/04

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 applies
is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year l
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Rea
lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(Ibs/A)
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
1-
Lane 1
SS
Norfblk
3.54
3.54
Rye, Grain
*45 bu.
9/1-3/31
*94
0
0
Irrig.
94
37.55
0.00
132.92
0.00
1-
Lane 1
SS
Norfblk
3.54
3.54
Pearl Millett, Pasture
*4.0
4/1-9/15
*152
1 0
0
Irrig.
152
60.72
0.00
214.93
0.00
I-
Lane 2
SS
orfolk
5.07
5.07
Rye, Grain
*45 bu.
9/1-3/31
*94
0
0
Irrig.
94
37.55
0.00
190.37
0.00
1-
Lane 2
SS
Norfolk
5.07
5.07
Pearl Millett, Pasture
*4.0
4/1-9/15
$152
0
0
Irrig.
152
60.72
0.00
307.83
0.00
1-
Lane 3
SS
Norfblk
5.07
5.07
Rye, Grain
*45 bu.
9/1-3/31
*94
0
0
Irrig.
94
37.55
0.00
190.37
0.00
1-
Lane 3
S5
Norfolk
5.07
5.07
Pearl Millett, Pasture
*4.0
4/1-9/15
$152
0
0
Irrig.
152
60.72
0.00
307.83
0.00
I-
Lane 4
S5
Norfolk
4.51
4.51
Rye, Grain
*45 bu.
9/1-3/31
*94
0
0
Irrig.
94
37.55
0.00
169.34
0.00
1-
Lane 4
SS
Norfolk
4.51
4.51
Pearl N illett, Pasture
*4.0
4/1-9/15
$152
0
0
brig.
152
60.72
0.00
273.83
0.0o
I-
Lane 5
S5
Norfolk
4.171
4.17
Rye, Grain
*45 bu.
9/1-3/31
*94
0
0
brig.
94
37.55
0.00
156.37
0.00
1-
Lane 5
SS
Norfblk
4.17
4.17
Pearl Millett, Pasture
*4.0
4/1-9/15
*152
0
0
brig.
152
60.72
0.00
253.18
0.00
1-
Lane 6
SS
Norfolk
4.66
4.66
Rye, Grain
*45 bu.
9/1-3/31
*94
0
0
Irrig.
94
37.55
0.00
174.97
0.00
1-
Lane 6
S5
Norfolk
4.66
4.66
Pearl Millett, Pasture
*4.0
4/1-9/15
*152
0
0
Irrig.
15
60.72
0.00
282.93
0.00
600 Database Version 3.1 Date Printed: 3/30/04/
WUT Page 1!'-1 2

Waste Utilization
Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Reqd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res
lbslA)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
F N
N
N
N
1000
I gal/A
Tons
1000 gals
tons
Total Applied, 1000 gallons
2,655.05
Total Produced, 1000 gallons
1,222.
— —
Balance, 1000 gallons
-1,432.65
Total Applied, tons
-
0.00
Total Produced, tons
0.00
Balance, tons
!.T Tl
0.00
Notes: 1. In the tract column, — symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
600190 _ Database Version 3.1
Date Printed: 3/30/04'
WUT Page 2!

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
Lane 1
Norfolk
0.50
1.0
Kil
Lane 2
Norfolk
0.50
1.0
Lane 3
Norfolk
0.50
1.0
Lane 4
Norfolk
0.50
1.0
Lane 5
Norfolk
0.50
1.0
1-
Lane 6�Norfblk
0.50
1.0
600190 Database Vemion 1.1 mate Printed 3/10U()4 1AF Pane 1 of 1

W
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. Ifthis 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
Maximum
PAN Rate
Iblac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
IS Years Accumulation
Swine Nursery Lagoon Sludge - Standard
FS�'Dybean
150
13.16
1629
32.58
48.87
R.Y.E.
300
26.32
8.14
1629
24.43
u
160
14.04
1527
30.54
45.81
600190 Database Version 3.1 Date Printed: 03-30-2004 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The
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 greaterthan the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the
design storage volume of the structure. Either ofthese situations indicates that the planned application
interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Canacitv
Source Name
Swine Nursery lagoon Liquid
Design Storage Capacity
Start Date
09/15
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
164
1
2
180
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
180
1
11
165
1
12
149
* Available Storage Capacity is calculated as of the end of each month.
600190 Database Version 3.1 Date Printed: 03-30-2004 Capacity Page 1 of 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.
Z. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture,
historical data, climatic conditions, and level of management, unless
there are regulations that restrict the rate of applications for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
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).
600190 Database Version 3.1 Date Printed: 3/30/04 Specification Page 1

(PIN 7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste should
also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply
with the following: The outer perimeter of the land area onto which
waste is applied from a lagoon that is a component of a swine farm shall
be at least 50 feet from any residential property boundary and canal.
Animal waste, other than swine waste from facilities sited on or after
October 1,1995, shall not be applied closer that 25 feet to perennial
waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
600190 Database Version 3.1 Date Printed: 3/30/04 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such
as trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be
inspected on a regular basis to prevent breakdowns, leaks, and spills. A
regular maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and
other crops for direct human consumption. However, if animal waste is
used on crops for direct human consumption, it should only be applied
pre -plant with no further applications of animal waste during the crop
season.
600190 Database Version 3.1 Date Printed: 3/30/04 Specification Page 3

21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid
level between the markers. A marker will be required to mark the
maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied.
Nitrogen shall be the rate -determining nutrient, unless other restrictions
require waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in
the soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
600190 Database Version 3.1 Date Printed: 3/30/04 Specification Page 4

Crop Notes
The following crop note applies to field(s): Lane 1, Lane 2, Lane 3, Lane 4, Lane 5, Lane 6
Rye, Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate
by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1 /2
bushels/acre. Plant all these small grains at 1-1 1 /2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March. 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 oats,
barley and rye. Timely management of diseases, insects and weeds are essential for profitable oat, barley
and rye production.
The following crop note applies to field(s): Lane 1, Lane 2, Lane 3, Lane 4, Lane 5, Lane 6
Pearl Millett: No Comment
600190 Database Version 3.1 Date Printed: 03-30-2004 Crop Note Page 1 of 1

Animal Waste Application Windows'
f"01 For Common Crops Which Receive Animal Waste
These application windows include 30 days prior to planting and greenup of Bermudagrass.
End 30 days before harvest.
Bermudagrass Begin March 1st End September 30th
Small Grain Begin October 1st End March 31st
Overseeded in Bermudagrass
Corn Begin February 15th End June 30th
Cotton Begin March 15th End August 1st
Cucumbers — Direct consumption Begin March 1st (100 % at planting)
— For Processing Begin April lst End May 31St
(2 seasons) Begin July 1st End August 31 st
Rye
Begin
September
1st
End March 31"
Oats and Triticale
Begin
September
1st
End April 15t
Wheat
Begin
September
1st
End April 30th
Peanuts Begin April 1st
End September 30th
Sorghum/ Begin March 15th
End August 31 st
Sudan Grass Hay
Soybeans Begin April 1st
End September 15th
Tobacco — Flue Cured Begin March 15th
End June 30th
— Burley Begin May 15th
End August 15th
Fescue Begin August 1st
End July 31 st
Dates shown represent statewide limits. Planting and harvesting dates vary across the state and from year to year. Actual values
shall reflect site specific conditions and in no case allow application more than either 30 days prior to planting/breaking dormancy
or less than 30 days before harvest. See General Permit for food crops
2 Mountains — limit N application during June and July / no nitrogen in December and January
Piedmont & Coastal Plain — limit N application during June and July / no nitrogen in Dec and Jan during severe winters.

Narrative
THIS PLAN IS A REVISION OF THE PLAN COMPLETED, BY SONYA BARBER OF THE
NRCS/DUPLIN DISTRICT OFFICE. THIS PLAN DEPICTS THE WETTABLE ACRES ON THE
FARM AND DISPLAYS THE SAME IN THE CALCULATION TABLES. The rates for the
summer/winter annuals represent a grazing rate. Please note that the historical appliction window for rye
grain is Sep - Apr the new guidance memo allows for pumping in April in accordance with the attached
schedule.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
Preview Database Version 3.1 Date Printed: 05-04-2005 Narrative Page 1 of 1

Narrative
THIS PLAN IS A REVISION OF THE PLAN COMPLETED, BY SONYA BARBER OF THE
NRCS/DUPLIN DISTRICT OFFICE. THIS PLAN DEPICTS THE WETTABLE ACRES ON THE
FARM AND DISPLAYS THE SAME IN THE CALCULATION TABLES. The rates for the
summer/winter annuals represent a grazing rate. Please note that the historical appliction window for rye
grain is Sep - Apr the new guidance memo allows for pumping in April in accordance with the attached
schedule.
-----------------------------------------------------------------------------------------------------------------------------------------------------------------
Preview Database Version 3.1 Date Printed: 05-04-2005 Narrative Page 1 of 1

Ronnie Johnson
7/28/03
I<
Hard Hose Traveling Gun System
Wettable Acre Computations
Guide & .Specifications
Hose Hasa I.D.
d�odel. Length
� {ht•)
11 ABI IRRIFRANCEJ� J� J �QaO 3.0 I Iil -jI
I
150 RING NOZZLE 1a0R
150R a Body + Cup + $et of 7 iGngs
Spa* size Am ordering
B* &V clap
Flow Path
0.97' 1.08' 1.18' 1.26" 1.34' 1.41' 1.47'
AM ARA A?127—M7 A907_1AQ t0161_>>e L90'f_1NL A4649 IA. lto%s-w •.,
Psi
GPM
wan
GPM
ow. Fr.
GPM
aw. n
GPM
ow. n
GPM
ow. Ft
GPM
ow. Fi
GPm
ow. Fr
GPM
ow. Fr.
50
100
245
130
265
165
285
205
300
255
320
300
335
350
350
385
353
60
110
260
143
280
182
300
225
315
275
335
330
350
385
365
423
368
120
270
290
197
310
245
330
295
350
355
365
415
360
458
383
80
128
280
165
300
210
320
260
340
315
360
380
380
445
395
490
3"
90
135
290
175
310
223
330
275
350
335
370
405
390
475
405
522
409
100
143
300
185
320
235
340
2"
360
355
360
425
400
500
415
550
419
110
150
310
195
330
247
350
305
370
370
390
445
410
525
425
577
429
120
157
315
204
335
258
360
320
380
385
400
465
420
545
435
1 603
439
Existing Hard Hose Traveler Gun Irrigation System
• # of Exterior Larles.................................................................................................... 2
• # of Interior Lanes..................................................................................................... 4
• # of Single Lanes....................................................................................................... 0
• # of Total Lanes......................................................................................................... 6
• Lane Spacing.............................................................................................................180, — lw
• Wetted 0...................................................................................................................270'
• Lane Spacing as a %.................................................................................................66% - 68%
HI

Ronnie Johnson
7/28/03
Lane 1
➢ Start End Area [Table EE70 - B]................................................................................0.60 ac.
➢ Middle Area [496'(Z43'/2 + 1859/2)/439560]............................................................2.45 ac.
➢ Stop End Area [Table EE70 - G]............................................................................... 0.49 ac.
➢ Total Area [(0.60 ac. + 2.45 ac. + 0.49 ac.)]..............................................................3.54 ac.
Lane 2
➢ Start End Area [Table EI65 - B]................................................................................. 0.50 ac.
➢ Middle Area [1000'(182')/43,560]............................................................................4.18 ac.
➢ Stop End Area [Table E65 - G].................................................................................0.39 ac.
➢ Total Area [(0.50 ac. + 4.18 ac. + 0.39 ac.)].............................................................. 5.07 ac.
Lane 3
➢ Start End Area [Table M65 - B]................................................................................. 0.50 ac.
➢ Middle Area [1000'(182)/43;560]....................................................................9.......4.18 ac.
➢ Stop End Area [Table E365 - G].................................................................................0.39 ac.
➢ Total Area [(0.50 ac. + 4.18 ac. + 0.39 ac.)].............................................................. 5.07 ac.
Lane 4
OWN ➢ Start End Area [Table E170 - B].................................................................................0.83 ac.
➢ Middle Area[838'(185')/4395601..............................................................................3.56 ac.
➢ Stop End Area [Table EI70 - G].................................................................................0.42 ac.
➢ Total Area [(0.53 ac. + 3.56 ac. + 0.42 ac.)]..............................................................4.51 ac.
Lane S
➢ Start End Area Table EI65 - B]................................................................................. 0.50 ac.
➢ Middle Area [785'(182')/43,560].......................................................a......................3.28 ac.
➢ Stop End Area [Table E165 - G].................................................................................0.39 ac.
➢ TotaI Area [(O:S(Y ac. + 3.28 ac. + 0.39 'ac.)].............................................................. 4.I7ac.
Lame 6
➢ Start End Area [Table EE65 - B]................................................................................ 0.58 ac.
➢ Middle Area [7440(243'/2 + 1801/2)/43,560]............................................................3.61 ac.
➢ Stop End Area [Table EE65 - G]...............................................................................0.47 ac.
➢ Total Area [(0.58 ac. + 3.61 ac. + 0.47 ac.)]..............................................................4.66 ac.
Total Lane Acres
➢ Lane 1........................................................................................................................3.54 ac.
➢ Lane 2........................................................................................................................5.07 ac.
➢ Lane 3........................................................................................................................5.07 ac.
➢ Lane 4........................................................................................................................4.51 ac.
➢ Lane 5........................................................................................................................4.17 ac.
➢ Lane 6........................................................................................................................4.66 ac.
➢ Total Wettable Acres................................................................................... 27.02 ac.

a
Ronnie Johnson
7/28/03
Ilc
Hard Hose Traveling Gun System
Wettable Acre Computations
Guide & .Specifications
Hose Hale I.D.
Model. I
I{In.)
(Ft)
11 ABI IRRIFRANCE 1L _ JI II MUU I
150 RING NOZZLE 1SOR
15OR = Body + CUP + 60 of 7 Knp
SPoofy sits when ordering
COWOrrM:
a* &V CAP
M/3 06287-111 06M
nn
11
0.97' 1.08' 1.18' 1.26' 1.34' 1.41 •
bZ87�U$� A427-la7 A0107 :Aa LAA7 • • A A A• w i .ww— .� _— _ . _
Flow Path
1.47'
PSI
GPM
Dik n
GPM
DIA. F<
GPM
DU. n
_--
GPM
.—
DIA. n
I w
GPM
-IiV
DI& FL
.1.11
GPM Dw F1
VA91a141
GPM DIA. n
GPM
DU.;[
50
100
245
130
265
165
285
205
300
255
320
300
335
350
350
385
353
60
110
260
143
280
182
300
225
315
275
335
330
350
385
365
423
366
120
270
290
197
310
245
330
295
350
335
365
415
380
458
383
MMMM�80
120
280
165
300 MIMMM�210
320
260
340
315
360
380
360
445
395
490
399
90
135
290
175
310
223
330
275
350
335
370
405
390
475
405
522
409
100
143
300
185
320
340
290
360
355
360
425
400
500
415
550
419
110
150
310
195
_MMM235
330 1
247
350
305
370
370
390
445
410
525
425
577
429
120
157
315
204
335
258
360
320
380
385
400
465
420
545
435
r 603
439
Existing Hard Hose Traveler Gun Irriaation System
• # of Exterior Lanes....................................................................
• # of Interior Lanes..................................................................................................... 4
• # of Single Lanes....................................................................................................... 0
• # of Total Lanes......................................................................................................... 6
• Lane Spacing.............................................................................................................1809 —1w
• Wetted I./ ............. ........... ............... ............. ............... ............... a........ ......... sees ... sees ... . 270'
• Lane Spacing as a %............ ................... .................................... ......................... ..... 66% - 69%
1

Ronnie Johnson
7/28/03
Lane 1
➢ Start End Area [Table EE70 - B]................................................................................ 0.60 ac.
➢ Middte Area [496'(243'/2'+ 185'/2)/43,560]............................................................2.45 ac.
➢ Stop End Area [Table EE70 - G]...............................................................................0.49 ac.
➢ Total Area [(0.60 ac. + 2.45 ac. + 0.49 ac.)].............................................................. 3.54 ac.
Lane 2
➢ Start End Area [Table E165 - B]................................................................................. 0.50 ac.
➢ Middle Area [ 1000' (182')/43,560]....................................................... a .................... 4.18 ac.
➢ Stop End Area [Table E365 - G].................................................................................0.39 ac.
➢ Total Area [(0.50 ac. + 4.18 ac. + 0.39 ac.)].............................................................. 5.07 ac.
Lane 3
➢ Start End Area [Table EI63 - B]................................................................................. 0.50 ac.
➢ Middle Area 11000'(182')/43,560]............................................................................4.18 ac.
➢ Stop End Area [Table E365 - G].................................................................................0.39 ac.
➢ Total Area [(0.50 ac. + 4.18 ac. + 0.39 ac.)].............................................................. 5.07 ac.
Lane 4
➢ Start End Area [Table E70 - B].................................................................................0.53 ac.
➢ Middle Area [838'(185')/43,560]..............................................................................3.56 ac.
➢ Stop End Area [Table EI70 - G]................................................................................. 0.42 ac.
➢ Total Area [(0.53 ac. + 3.56 ac. + 0.42 ac.)]..................................................... :........ 4.51 ac.
rAne S,
➢ Start End Area ITable E165 - B].................................................................................0.50 ac.
➢ Middle Area [785'(182')/43,560]..............................................................................3.28 ac.
➢ Stop End Area [Table E165 - G].................................................................................0.39 ac.
➢ Total Area [(0.50 ac. + 3.28' ac. + 0.39' ac.)].............................................................. 4.lT ac.
Lane 6
➢ Start End Area [Table EE65 - B]................................................................................0.88 ac.
➢ Middle Area [7-44'(243'/2 + 180'/2)/43,560]............................................................3.61 ac.
➢ Stop End Area [Table EE65 - G]............................................................................... 0.47 ac.
➢ Total Area [(0.58 ac. + 3.61 ac. + 0.47 ac.)]..............................................................4.66 ac.
Total Lane Acres
➢ Lane 1........................................................................................................................3.54 ac.
➢ Lane 2........................................................................................................................5.07 ac.
➢ Lane 3........................................................................................................................5.07 ac.
➢ Lane 4........................................................................................................................4.51 ac.
➢ Lane 5........................................................................................................................4.17 ac.
➢ Lane 6........................................................................................................................4.66 ac.
➢ Total Wettable Acres................................................................................... 27.02 ac.
2

RONNIE JOHNSON FARM
I Peel InlurmaGen
( IN FEET )
L inch = 300 It.
N
Q
d
m
Q
M

RONNIE JOHNSON FARM
RnA Infnrmnflnn
( IN FEET )
1 inch = 300 ft.
30

RONNIE JOHNSON FARM
( IN FEET )
inch = 300 ft.
Reel Information
DO

Wettable Acreage Determination For Existing Irrigation System
Ronnie Johnson
Facility No: 82-719
Wettable Acreage Computations
Hard Hose Traveling Gun: 940 feet hose
Hydrant
Field
Lane Spac.
Wet. Dia.
Pull Length
Pull Ac.
Stop Area
Start Area*
Pull**
Total Ac.***
1
un-1
240
300
640
3.97
0.00
0.77
1.00
4.74
2
un-1
240
300
680
3.75
0.00
0.73
1.00
4.48
3
un-1
240
300
580
3.60
0.30
0.77
0.50
2.87
12.08
*Start Area has been reduced accordingly for pulls with less than a full throw of gun in the start area.
**Pull is a factor adjusting for the throw of the gun. A value of 1 is a full throw of gun, 0.5 is a half throw of gun.
***Total Acreage is the sum of Pull Acreage, Stop Area, and Start Area multiplied by Pull factor.
Wetted Diameter of 240 feet is achieved with a 1.08 in ring nozzle at 60 psi.

'7
f3e -
=E�MW --;7
5E
IL
-5.
............

State of North Carolina
Department of Environment
and Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Ronnie Johnson
Ronnie Johnson Farm
11704 Boykin Bridge Rd
Roseboro NC 28382
rDear Ronnie Johnson:
1�
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
May 2, 2001 \5
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Ronnie Johnson Farm
Facility Number 82-719
Sampson County
A letter dated January 15, 1999 was sent to advise you about concems associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by Trent Allen on 6/24/99 was made to review the actual number of acres at your facility
that receive animal waste during land application. The evaluation of your facility has yielded one of the
following two results as indicated by the box marked with an 'W'.
Category 1:
The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Trent Allen the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Trent Allen, at 225 Green Street, Suite
714, Fayetteville, NC 28301, within in 90 days of the receipt of this letter. If you have any
questions please contact Trent Allen at [phone]. If within 90 days you are unable
to provide Trent Allen with the information you are automatically required to complete
a Wettable Acre Determination as described by Category 2 below, within 180 days
of receipt of this letter.
1617 Mail Service Center, Rat^ North Carolina 27699-1617 Telephone 91991%1-5083 Fax [phone]
An Equal Opportunit,, Affirmative Action Employer 50% recycled/,.. /v post -consumer paper

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

Wettable Acres Determination Certification
Name of Facility: n Prf-0q Facility Number:
Owners) Name: '9Ik J;"SOJ Phone No: q/ 0 56 Y- Y 7 W
Mailing Address: l nj)� &WA) &[ObC 05ii5�9� )(- 2 3 S z
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: /E7 10 Sall{
Owner Signature:. -10 Date:_] l
Technical Specialist Name:
Technical Specialist Signat
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature: Date:
Submit this form to:
Attn: Sonya Avant
Non -Discharge Compliance Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
WADC — 7/99

r,
Operator:Ronnie Johnson
County: Sampson
Date: 10/13/96
Has the site evaluation been completed & approved: yes
1. AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish)
0 sows (farrow to feeder)
0 head ( finishing only)
0 sows (farrow to wean)
6400 head (wean to feeder)
Describe other :
x 1417
lbs.
= 0
lbs
x 522
lbs.
= 0
lbs
x 135
lbs.
- 0
lbs
x 433
lbs.
- 0
lbs
x 30
lbs.
= 192000
lbs
0
lbs
Total Average Live Weight = 192000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 192000 cubic ft (includes
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 48000.0 cubic feet
TOTAL DESIGNED VOLUME
0 cu. ft. add. treat. vol.)
Inside top length (feet)--------------------- 565.0
Inside top width (feet)---------------------- 120.0
Top of dike elevation (feet)----------------- 49.00
Bottom of lagoon elevation (feet)------------ 38.00
Freeboard (feet)----------------------------- 1.00
Emergency spillway depth of flow(feet) g Y p Y p------- 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 3.0 559.0 114.0 10.00
AREA OF TOP
LENGTH * WIDTH =
559.0 114.0 63726 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
499.0 54.0 26946 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
529.0 84.0 177744 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
63726 177744 26946
DEPTH/6
1.67

Total Designed Volume Available = 447360 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
565.0 120.0 0.0
67800.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 67800.0 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 = 192000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 350720 gals. or 46887.7 cubic feet
5B. Volume of excess water
Volume = 1287.2 gallons/day
Volume = 30976.0 cubic feet
180 days storage/7.48 gallons
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 - 8.4 inches
Volume = 8.4 in * DA / 12 in. per ft. = 47234 cubic feet runoff
Volume = 0.0 in * lagoon DA/12 in./ft = 0 cubic feet evap.
Volume = 47234 cubic feet

5D. Volume of 25 year 24 hour storm
Volume of "Heavy Rain" 7.0 in.
Volume = 14.0 inches / 12
Volume = 79100 cubic feet
Additional volume as follows:
�j
7.0 in.
inches per foot * DA
TOTAL REQUIRED TEMPORARY STORAGE
5A. 46888 cubic feet
5B. 30976 cubic feet
5c. 47234 cubic feet
5D. 79100 cubic feet
5E. 0 cubic feet
TOTAL 204198 cubic feet
6. SUMMARY
Temporary storage period____________________>
180
days
Rainfall during wettest period of storage===>
8.4
inches
Evaporation during storage period=====______>
0.0
inches
25 year - 24 hour rainfall__________________>
7.0
inches
Heavy rain=---=____---______________________>
7.0
inches
Freeboard___________________________________>
1.00
feet
Side slopes_______ ------------------------ ___>
3.0
: 1
Inside top length_________________________==>
565.0
feet
Inside top width====________________________>
120.0
feet
Emergency spillway elevation (if planned) ____>
48.00
feet
Top of dike elevation_______________________>
49.00
feet
Bottom of lagoon elevation__________________>
38.00
feet
Top of sludge elevation_____________________>
39.62
feet
Total required volume_______________________>
444198
cu. ft.
Actual design volume________________________>
447360
cu. ft.
Seasonal high watertable elevation (SHWT)===>
44.00
feet
Stop pumping elev.__________________________>
44.35
feet
Must be > or = to the SHWT elev.====______>
44.00
feet

Must be > or = to min. req. treatment el.
Min. Required treatment volume______________>
Volume at stop pumping elevation=====_______>
Start pumping elev.=------------------------>
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. thickness of soil liner when required==>
44.00 feet
192000 cu. ft.
193017 cu. ft.
46.70 feet
& heavy rain
368260 cu. ft.
367902 cu. ft.
125098 cu. ft.
126827 cu. ft.
1.5 feet
7. DESIGNED B c APPROVED BY: r //
DATE. l DATE:

.•00 t% CARo, y�►
7. DESIGNED BY: ��- c �� ✓
DATE:
APPROVED BY:
DATE: /v //7� 9C,
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
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 Technical Specialist. 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 deemed necessary, and for arranging final inspection of lagoon. Final inspection must be
performed by the engineer or by a certified technical specialist. Brown's of Carolina technical specialist is
responsible for excavation and fill calculations and for nutrient management plan.
r10THER SITE -SPECIFIC NOTES:
SE AL
16415
INE�tt)"�
GORY

_ _
- cJ ID I ---- S - C I O �- ,
�Y CI1L X C i N.
Tl3M CLEV, �0,01
S I-7 E NOTE 3
GoR� _ SEE NOTE. 2 I?
v
EXC c
FILL PAQ -62!500 CY
CY
+
TOTAL: ��� �y 6 cY
COMPUTATIONS BY: Ls�6
J A', P. 4i
0 ES: .
I) ALL WEAK MAIl_RIAL TO DC OVCRCUT
AND DACKFII_I.EU ANTI COMPACTED.
THICKNESS Ur HHER DEPENDS ON OVLRAI_L/r'
U P11T. LINI_R FOR THIS LAGOON TO DE �
2) DIKE DEI111,10 DI_DGS TO D£ MIN. D.G'
II1GIICR TITAN UINCR PLANI)ED ELEV..
a) WALK AND LQADIVIG AREA To DC DUILT 1.5• AL10VE Low
171,11) PADS. DUILD G• WIDE CONTIH., 7' 1-I101d RI_Alt Or DLOGS;
IfI.I. TG RI.hG; IIl-rolRE cutilP morv(S 'our (wolm TO DC
COMMINAII_I) ►v/ I11.10G CONIRACIOUS).
CORE TRENCH
SEE -.SOIL SHEET
I^oR DEPTH ,
_SUL CONDITION_NO_T-ES
tP)

EMERGENCY ACTION PLAN
PWONINil p q`o S`l4
DIVISION OF WATER QUALITY (DWQ) 910-9*6- /Stir
EMERGENCY MANAGEMNET SERVICES (EMS) 910-.55d -,rA(o
SOIL AND WATER CONSERVATION DISTRICT (SWCD) i0-S52-75C/?
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 9*0-55,E-794.?
COOPERATIVE EXTERSION SERVICE (CES) 7/0-5u -7i4,1
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overlow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
r B. Runoff from waste application field -actions include:
a. Immediataly stop waste applica-ion.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses. solid separators -action include:
a. Stop recycle pump.
b. Stop irritation pump.
c. Make sure siphon occurs.
a. Stop all flows in the house, fiusn systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from -i-,e embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrovving animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

r2
3
4
rd
1
Assess the extent of the spill and note any obvious damages
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
Contact appropriate agencies
a. During normal business hours call your DWG regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
If none of the above works call 911 or the Sheri"'s Department and explain you
problem to them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name:
b. Contractors Address
c. Contractors Phone:
Contact the technical specialist who certified the lagoon INKS, Consulting
Engineer, etc.)
a. Name: Warn!:) '5n ncP
b. Phone: 9)0 " 5 7S L3
7. Implement procedures as advised by DWG and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

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

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

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

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

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

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

r SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
aource Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production 1 ! Vegetative or wooded buffers;
l l Recommended best management
/p racnces;
IN Good iudcment and common
Animal body surfaces Dirty manure -covered animals aeOry floors
Floor surfaces Wet manure -covered floors pq Slorred floors;
Q/Waterers located over slotted floors;
1 1 Faedars at high and of solid floors;
(! Scrape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits
Urine
W'Fraquent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition
11 Uncar':oor ventilation
Ventilation exhaust fans
Volatile gases;
Fan maintenance;
Dust
P/E?ficiert air movement
Indoor suraces
Dust
( ,asrcown between groups of animals
f Fsec acditives;
11 Feaeer covers;
O Fsec ❑e6very downspout extenders to
feeeer .avers
opi :ar.cs
Agitation of recycled lagoon
1 1 F?usr :ar.K covers
liquid whiles tanks are filling
(! Ex:e-c `ill lines to near bortom of
;arks with anti -siphon vents
Fiush alleys
Agitation during wastewater
( i Uraar'.00r flush with underfloor
conveyanance
ver:da:ion
Pit recharge paints Agitation of recycled lagoon () Ex:enc rechard lines to near bottom of
liquid while pits are filling pits with anti -siphon vents
Lift stadcns Agitation during sump tank filling (i Sump tank covers
and drawdown
CU:aide cram collection Agitation during wastewater (1 Box avers
or junction boxes conveyance
End of draincipes at lagoon Agitation during wastewater (1 Exterc discharge point of pipes
underneath lagoon liquid level
Lagoon sar:-aces Volatile gas emissions
(*fPrcoer lagoon liquid capacity
Biological mixing
(! Carrec: !agoon startup procedures
Agitation
( ))/Minimum surface area -to -volume ratio
(N �•Aimmum agitation when pumping
( ) Meahanical aeration
( I Proven biological additives
Irn;=_: o- scrr,der nozzles High pressure agitation y rnga:e In dry days with little or no wird
Wind drat: (7/h;in,—_m recommended operation pressure
:r:ake near (agoon liquid surface
I I Por^c .'-= second -stage lagoon

F lye -,anK at casin Partial microbial decomposition
( I Bottcm ar midlevel loading
surface Mixing while filling
( 1 Tank covers
Agitation when emptying
(1 Basin surface mats of solids
(1 Proven bioiogical additives or oxidants
Settling basin surface Partial micobial decomposition
(1 Extend drainpipe outlets underneath liquid
Mixing while filling
level
Agitation when emptying
(1 Remove settled solids regularly
Manure, slurry or sludge
Agitation when spreading
( ) Soil injection of slurry/sludges
spreader cutlets
Volatile gas emissions
( I Wash residual manure from spreader after use
( ) Proven biological additives or oxidants
Uncovered manure, slurry
Volatile gas emissions while drying
(I Sail infection of slurry/sludges
or sludge on field surfaces
I) Sail incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animais
Carcass decomposition
Proper disposition of carcasses
Dead arimai disposal
Carcass decomposition
(1 Compiete covering of carcasses in burial pits
pits
(I Prober location/construction of disposal pits
Incinerators
Incomplete combustion
I ) Secorcary stack burners
Standing waver around Improper drainage (ecrace ar.c landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
r1re iracitad onto public Poorly maintained access roads Farm access road maintenance
1, s :rom farm access
Additional Information: Available From
Swine Manure Management: 0200 RUIe,BMP Packet NCSU-County Extension Ce.rer
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine ?roduction Facility Manure Management-. Pit Recharge —Lagoon Treatment-, EBA"c 128.88 NCSU-BAE
Swine ?roduc:ion Facility Manure Management-, Underfloor Huse --Lagoon Treatmant; ESAE 129-88 NCSU-SAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EEAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment: ESAE Fact Sleet NCSU-BAE
Controiling Colors from Swine Buildings: PIH-33 NCSU-Swine Extension
Environmentai Assuranc Program: NPPC Manual NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO1C7, 139S Conference Proceedings F:orida Coocerative Extension
The issues checked (v4erzain to this operation. The landowner;integrator agrees to use sound judgment in applying
Odor ccn;rci messures as practical.
I cerify zhe aforementioned Odor control Best Managment Practices have been reviewed with me.
r
(Landowner Signature)
,c.- c- • 1. 13ec

r INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (VFiush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
() Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids Maintain lagoons, settling basins and
Pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6.8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation (N"Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along wa:ar's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems ie.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
f 1 Clean in; spillage on a routine basis !e.g. 7-10 day
inter+ai during summer; 15-30 day interval during winter).
Feed Stpraga Accumulations of feed residues (lj/Reduce moisture accumulation within anc around
immeciate perimeter of feed storage areas by
insuring crainage away from site and/or providing
adequate containment (e.g.. covered Sin for
brewer's grain and similar high moisture grain
procuc:si.
(I Inspect for and remove or break uo accumulated
solids 7r. filter strips around feed storage as needed.
Animal Holding Areas
r
AMIC--Nave.moer 11, 1996
Accumulations of animal wastes f 1 Eliminate low area that trap moisture aicng fences
and feed wastage and Wter locations where waste accumulates and
and pis-crpance by animals is minimal.
1 1 Maintain ,`ante rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).

(0111�
Manure Handling
t.,, f
Accumulations of animal wastes () Remove spillage on a routine basis (e.g. 7-10 day
Systems
interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles.
() Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner Signature)
For more information contact the Cooperative "Extension Service, Cepartrrent of Entomology, Box 7613, North Caroiina State University, Raiei n. INC
2769E-7313.
AMIC--Ncvember 11, 1996