960010_Permit Renewal Application 2019_20190410

State of North Carolina
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 Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 96-0010 Certificate Of Coverage Number: AWS960010
2. Facility Name: -�_ ni. Nation Swine Farm
3. Landowner's Name (same as on the Waste Management Plan): Ra4::G:'_dntion
4. Landowner's Mailing Address: 222 Conover Rd .L 0 i V 1 t6 LA-':) E>ad �
Zocci ^r^,7q
City: La GranEe �(-,� o State: NC Zip:
Telephone Number: 252--5.66�-32�16 Ext. E-mail: j Q
5. Facility's Physical Address: 258 Conover Rd
11 ,
City: La Gran e State: NC
6. County where Facility is located: Wayne
7. Farm Manager's Name (if different from Landowner):
g. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None" )¢
10. Operator Name (OIC):
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Overations Tvve
Swine - Feeder to Finish
Operation Types:
Maxwell Foods LLC
Phone No.:
Geor ,e H Pettus
Allowable Count
5,760
Zip: 28551
OIC #:
Swine
Cattle
Dry Poultry
Other Tvves
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep- Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers
RaEcelvervide'fSEmWFri
MAR 2 8 2019
► ► W "Quality

ROY COOPER
Gmernur
MICHAEL. S. REGAN
secmrary
LINDA CULPEPPER
Dxre"Or
NORTH CAROLINA
Environmental Quality
February 27, 2019
Roy G Nation
Roy G. Nation Swine Farm
222 Conover Rd
La Grange, NC 28551-7720
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at httns://deg.nc.L ov/about/divisions/water-resources/water-gualit,.-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure vour continued coverage under the State Non -Discharge General Permits, you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non-DischaMe General Permit." The application form must be completed- signed and returned by April 3, 2019.
Please note that you must include one (1) cony of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed app&cation form. A list of items included in the CAWMP can be found on ya ze 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Washington Regional Office, Water Quality Regional Operations Section
Wayne County Soil and Water Conservation District
AFOG Section Central Files - AWS960010
Maxwell Foods LLC
Nosh Car•_ reDelvartrrertof=-avro_merta Qua to I D KsonofWater fies:urDes
.� R12 N. Sa st-• ry St. 11E•3E Vs Servzeie}tsr I Aa egh, North �a€o ra 2?E'91+-I 3E
D7-

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
1
9/8/1993
(y .-, .
f �� ;?2'
416,470:00—
00'0
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), sinned b-, the owner and a certified technical specialist. 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
It. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. 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 this application 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.
Note: In accordance 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.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name:�r.,J— 1 I fi /, t 1 C r' Title: [% -1 1
Signature. 1� L " • l
Date:
Name:
Title:
Signature:
Date:
Name:
Title:
Signature:
Date:
THE COMPLETED APPLICATION SHOULD BE 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: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 2018
Mortality Management Methods
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.
Primary 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.106-4.03). 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 A composting system approved and permitted by the NC Department of Agriculture & Con -
sum er 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.
Q 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).
a 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.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a diseaseemergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm wner/Manager Date
Signature of Tec ical Speciali Da to

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Wednesday, July 08, 1998
Producer: T Roy G. Nation
Farm Name:
Nation Swine Farm
407 N. Herman Street
Goldsboro,NC 27530
Telephone # :
[phone]
Type of Operation :
Feeder to Finish Swine
Number of Animals:
5760 hogs design capacity
Application Method:
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
5760 hogs X 1.9 tons waste/hogs/year = 10944 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5760 hogs X 2.3 Ibs PAN/hogs/year = 13248-PAN/year
Applying the above amount of waste is a big job.
You should plan time and have
appropriate equipment to apply the waste
in a timely manner.
The following acreage will be needed for waste application
based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS-
CROP
YIELD LBS AW
COMM
ACRES LBS AW APPLIC.
DETERMINING PHASE
CODE
N/ACRE
N/ACRE
USED
TIME
5626 1A KENANSVILLE ALL
BP
5.5 275 0
2.17
596.75
MAR-SEP
5626 _ 1A KENANSVILLE ALL
5G
1.5 75
0
2.17
162.75
SEP-MAR
ly-V)
5626 1B KENANSVILLE ALL
BP
5. 275
0
4.28
1177
MAR-SEP
5626 - 1 B KENANSVILLE ALL
SG
1.5 75
0
4.28
321
SEP-MAR
5626 1C KENANSVILLE ALL
BP
5.5 275
0
4.34
1193.5
MAR-SEP
5626 - 1C KENANSVILLE ALL
SG
1.5 75
0
4.34
325.5
SEP-MAR
;{�(V -I)
5626U2B
KENANSVILLE ALL
BP
5.
275
0
5.91
1625.25
MAR-SEP
5626KENANSVILLE
ALL
SG
1.5
75
0
5.91
443.25
SEP-MAR
5626LAKELAND
0�%
BP
42
0
5.63
1126
MAR-SEP
56261
AKELAND 0-5%
SG
1.5
75
0
5.63
422.25
SEP-MAR
5626
2C t`
KENANSVILLE ALL
BP
5.5
275
0
4.73
1300.75
MAR-SEP
5626
- 2C
KENANSVILLE ALL
SG
1.5
75
0
4.73
354.75
SEP-MAR
5626
2D
LAKELAND 05%
BP
4
200
0
5.05
1010
MAR-SEP
5626
- 2D
LAKELAND 05%
SG
1.5
75
0
5.05
378.75
SEP-MAR
5626
2E
LAKELAND 0-5%
BP
200
0
1.69
338
MAR-SEP
5626
_ 2E
LAKELAND 0-5°%
SG
1.
75
0
1.69
126.75
SEP-MAR
�(
5626
2F
LAKELAND 05°%
BP
200
0
2.24
448
MAR-SEP
5626
- 2F
LAKELAND 05°%
SG
1.5
7
0
2.24
168
SEP-MAR
5626
3A
LAKELAND 0-5%
BH
5
250
0
4.34
1085
MAR-SEP
5626
- 3A
LAKELAND 0-5%
SG
1.5
75
0
4.34
325.5
5EP-MAR
,!�
KI �
5626
36 '�
LAKELAND 05%
BH
5
250
0
1.93
482.
MAR-SEP
5626 - 36 LAKELAND 05%
SG
1. 75
0
01
1.93
744.75
SEP-MAR
TOTALS.
13556
Indicates that this field is being overseeded (i.e.
interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
"I'�CSIVEJ)/RICE)EQ10WR
MAR 2 8 2019
�Ve2r;r�uality
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Page 2

TABLE OF IRRIGATIOu -, Lk):� ES
Effective date as of 9/08/99
Roy G. Nation Swine Farm
HYDRANTS
ACRES
RN -A
217
RN-B
4.28
RN-C
4.34
RN-D
5.91
RN-E
5M
RN-F
4.73
RN-G
5.05
RN-H
1.69
RN-1
2.24
RN-J
4.34
RN-K
1.93
Total Acres f 42.31

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEAS
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP
BH HYBRID BERMUDAGRASS-HAY
BP HYBRID BERM U DAGRASS-PASTURE
SG SMALL GRAIN OVERSEEDED
UNITS LBS N/UNIT
TONS 50
TONS 50
AC 50
Page 3

TOTALS FROM TABLES 1 AND
ACRES LBS AW
N USED
TABLE 1
42.31 13,556
TOTALS:
42.31 13,656
AMOUNT OF N PRODUCED.
13,248
—BALANCE -308
*** This number must be less than or equal to 0 in order to fully utilize the animal waste
N produced.
Acres show in each of the preceeding tables are considered to be the usable acres
excluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and
perimeter areas not receiving full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than the acres shown in the
tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 2131.2 pounds of plant -available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water
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.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume
of waste being stored in your structure be within 1.58 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (in/hr) AMT (inches)
5626
-2B, -2D, -2E, -2F, --3A, -
LAKELAND 0-5 %
5626
2B, 2D, 2E, 2F
LAKELAND 0-5 %
5626
3A, 3B
LAKELAND 0-5%
5626
-IA,--1B,-IC,--2A,-2C
KENANSVILLE ALL
5626
lA, IB, IC, 2A, 2C
KENANSVILLE ALL
SG
0.75
*1
BP
0.75
*1
BH
0.75
*1
SG
0.60
*1
BP
0.60
*1
* 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 the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4

NARRATIVE OF OPERATION
Dr. Nation has access to a liquid manure spreader in order to land apply to areas not
irrigated by the traveling hose reel, in the event that the need arises.
This WUP has been revised to reflect wettable acres. A map to scale with the irrigation pulls
drawn and labeled, a D-1 and other pertinent information is provided.
The PAN rates from the original WUP were utilized as no new fields or additional acreage
has been incorporated.
The 75-lb overseed option is utilized with the following conditions: (1) no animal waste may
be applied to the bermuda after August 31, (2) the 75-lbs must be put out in split
applications from September 15 - October 30 and in February - March, and (3) the, small
grain must be removed (grazed or harvested) by April 7.
Page 5

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS). or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG
Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -
Environment file for guidance.)
*7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
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 anv residential oropertv boundary
Page 6 of 9

and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste
other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application 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.). If needed, special vegetation shall be
provided for these areas and 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 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 as a preemergence with no other 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 fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soils shall be monitored and alternative crop sites
shall be used when these metals approach excessive levels. pH shall be adjusted -for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three (3) years.
Waste application records for all other waste shall be maintained for five (5) years.
Page 7 of 9

23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 8 of 9

NAME OF FARM: Nation Swine Farm
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY O ER: Roy G. Nation
SIGNATURE: DATE: �,11
NAME OF MANAGER (if different from owner):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: A.J. Linton
AFFILIATION: Goldsboro Hog Farms
ADDRESS (AGENCY): P.O. Box 10009
Goldsboro, NC 27532
[phone]
SIGNATURE: DATE: n f— �1 i
Page9of9

ANIMAL WASTE UTILIZATION PLAN
Waste Utilization - Third Party Receiver Agreement
hereby agree to apply waste generated
by� in a manner that meets the Waste Utilization
Stand ar 331, or use an alternative waste utilization system that has been accepted in writing by
the Division of Environmental Management.
I agree to have a waste utilization plan developed on all land where I apply this animal
waste. I will not apply waste in excess of agronomic rates. If dry waste is stockpiled, it will be
stored in a manner that does not ' allow runoff. On fields receiving animal waste, commercial
nitrogen will be reduced so as not to exceed agronomic rates. Waste will be analyzed within 60
days of application and fields receiving animal waste will be soil tested at least every other year.
Third Party Receiver: , / �to�� Date:
Term of Agreement: :S? to / 8
(Minimum Ten Years on Cost -Shared ems)
As the owner of this animal operation, I understand that at some time in the future, I may
be required to develop an individual waste utilization plan. A plan will be necessary if this
agreement is ever terminated. If a plan is developed, it will be based on the waste utilization
standards in effect at the time of plan development which may require different acreage for land
application han current standard's.
peration Owner) — (Date)
STATE OF NPV--rN CAT-oGNA
COUNTY OF WAli Na
I, a notary public of the County and State aforesaid, certify that
vavrp 1z.YlN5PN r4 G• c.rA�L'nt personally appeared before me this day and
acknowledged the due execution of the foregoing instrument.
Witness my hand and official stamp or seal, this the i? day of
a'uLY _ _ 1gR8
(SEAL)
�Nory Public
My Commission Expires: VW,

TC

ice=' . United slalee Sall .
� )i Oeoarment at Con3ervatlon
�.� Agriculture 5arvlce
O?�R„TOR: _ blz. l241 Ngr(9N5
pu J�ech
q, f4_.93
?lease review the attached plan and speciFicatiens carecully. Retain
Ghis plan for your use and records. It is strongly .recommended that you,
your contractor, and Soil Conservation Service personnel are in agreement
as to how the wa'sce lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
sire to explain all flags and markings. It is important Chat everyone
'rderstand what is-erpecred so that final consCruction meets plans and
specification and the job can be certified for paymen
i5 involved). t (if cost -sharing
The pad dimensions and grades are the -best estimate. The BUILDER or
CONTRACTOR is -RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment lagoon.
The actual amount of material required for pads and dam may vary from the
estimates. The design.will attempt to balance cuts and fills as close as
Possible. If additional material is required after construction is complete
on the lagoon, the contractor and owner will negotiate on the price and
location of borrow area.
NOTE: Design Requirement: r11^ 2�cu.ft. -
Estimate of Excavation: cu.ft. _ 15i30—cu.yds.
Estimate or Pad v Cike: cu.ft. Q 1995Z
._cu . yd s .
1.32 : 1 ' Ration
Job Class 7L o8 sEpT 93.
�a Ge
Designed By (�
a
i
Design Approval
Na
7.j
Oa to
O n• 5a, Con3ervxlpon 5eryrce
U•:'agency Of

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to,the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must always be
available. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet).
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. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity 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.
Z

3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 43.3'as marked by permanent marker. Stop pump -out when
the fluid level reaches elevation 40.8 or before the fluid depth is
less than 6 feet deep (this prevents the Joss of favorable
bacteria). The design temporary storage,`less 25 year storm
is 258023 cubic feet or 1930013 gallons. As stated before, this
volume will vary considerably from year to year. ,
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour.
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. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

U. S. Department of Agriculture NC-ENG-34
Sail Conservation Service September 1980
File Code: 210
C ACxCN
HAZARD CLASSIFICATI-ON DATA SHEET FOR D'=
Landowner J k ! P-
— --- . -- - -- --- County
Community or Group No.__ _ _ Conservation Plan No..
Estimated Depth of Water to Top of gezr /p Ft. Length.of Flood Pool ?o Ft.
Date of Field Hazard Investigation 3
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
• �• Est. E ev. st. t.�evation
Kind of ;Improvements: of Breach
Reach: Length: Width; Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
2 .
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach ,'oE: S r,ac,�l 1�5 do
!Z lei ►�`� %► , I� i��l?�X! r�'Ra�%`�► 2000' l7 ADD 3�l
[,�600N
Hazard Classification of Dam (a) b, c) (see NEM=Part 520.21)
Dam Classification (If II, III, IV 3- -
LM
name
title
Concurred By
name(ti tl e )
6C
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date
Date
7/91 q 3

Operator:Dr. Nations County: Wayne
Distance to nearest residence (other than owner):
I. STEADY STATE LIVE WEIGHT
Date: 09/08/93
1000.0 feet
0
sows (farrow to finish)
x
1417
lbs. =
0
lbs
0
sows (farrow to feeder)
x
522
lbs. =
0
lbs
5760
head (finishing only)
x
135
lbs. =
777600
lbs
0
sows (farrow to wean)
x
433
lbs.
0
lbs
0
head (wean to feeder)
x
30
lbs. =
0
lbs
TOTAL STEADY STATE
LIVE
WEIGHT
(SSLW) =
777600
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME
OF
LAGOON
Volume = 777600 lbs. SSLW
x Treatment Volume(CF)/lb.
SSLW
Treatment Volume(CF)/lb. SSLW=
1 CF/lb. SSLW
Volume = 777600 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic fee ; "Owner requests no sludge storage.
4. TOTAL DESIGN VOLUME Sludge will be removed as needed."
Inside top length 580.0 feet ; Inside top width 200.0 feet
Top of dike at elevation 45.0 feet
Freeboard 1.0 feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 44.0 feet
Bottom of lagoon elevation 30.5 feet
Seasonal high water table elevation 39.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH, WIDTH DEPTH
3.0 3.0 3.0 3.0 574.0 194.0 13.50
AREA OF TOP
LENGTH * WIDTH =
574.0 194.0 111356 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
493.0 113.0 55709 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
533.5 153.5 327569 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
111356.0 327569.0 55709.0 2.3
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 1112927 CU. FT.
L

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length *. Width =
580.0 200.0 116000.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 116000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 777600 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 190356 cubic feet
5B. Volume of wash water
This is the amount of fresh water use for washin
g floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage%7.48 gallons
Volume = 0.0 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 excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 67666.7 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 67666.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 190356 cubic feet
5B. 0 cubic feet
5C. 67667 cubic feet
5D. 67667 cubic feet
TOTAL 325690 cubic feet
6. SUMMARY
Total required volume 1103290 cubic feet
Total design volume avail. 1112927 cubic feet
Min. req. treatment volume plus sludge accumulation 777600 cu feet
At elev. 40.8 feet ; Volume is 779787 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 1045260 cubic feet
At elev. 43.3 feet ; Volume is 1036102 cubic feet (start pumping;
Seasonal high water table elevation 39.0 feet
7. DESIGNED BY: APPROVED BY:
DATE: D� �j3 L�IA, :
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 4.0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS @ 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
32 LBS. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY FOR FESCUE)
160 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
8 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
400 BALES OF SMALL GRAIN STRAW (100 HALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRI�R TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH..MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PRE'YARE 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.
m

WASTE UTILIZATION PLAN
FOR
Roy Nation
407 N Herman St
Goldsboro NC 27530
August 4, 1993
Your animal waste utilization plan has been specifically
developed for your 5760 FEEDER TO FINISH SWINE operation.
The plan is based on the soil types, crops to be grown, and
method of application for your particular operation. The waste
must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the
animal waste should be used to reduce the amount of commercial
fertilizer required for the crops in the fields where the waste
is to.be applied. This waste utilization plan uses nitrogen as
the limiting nutrient. Waste should be analyzed before each
application and annual soil tests are encouraged so that all
plant nutrients and lime can be balanced for realistic yield
of the crops 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 environ-
mentally safe manner. Always apply waste based on the needs
of the crop to be grown and the nutrient content of the waste.
The amount of available nitrogen for plant use is dependant on
the method of application. Soil type is important due to
different leaching potential and yield potential. Waste shall
not be applied to land eroding at greater than 5 tons per acre
per year. Do not apply waste on saturated soils or on land
when the surface is frozen. Either of these conditions may
result in.runoff to surface waters. Wind conditions should
also be considered to avoid drift and downwind odor problems.
To maximize the value of the nutrients.for crop production and
reduce the potential for pollution, waste should be applied to
a growing crop or not more than 30 days prior to planting.
Soil incorporation of the waste will conserve nutrients and
reduce odor problems.
The acres needed to apply the animal waste are based on
typical nutrient content for this type of facility. Annual
acreage requirements may be more or 1 ss depending on the
specific waste analysis report for yo�r facility at the time
of irrigation.
/v

Your waste utilization plan is based on the following:
TABLE A. AMOUNT OF WASTE PRODUCED PER YEAR
-----------------------------------------------
NUMBER OF TONS WASTE PER TONS WASTE
ANIMALS -TYPE OF ANIMALS 1000 ANIMALS PER YEAR
------------------------
5760 FEEDER TO FINISH 1900 1_10944
-------
-------------------------------- ---------------
TABLE B. SUMMARY OF CROPS BY FIELD
TRACT FIELD-i SOIL 1 ACRES I CROP iCROPCODE+
------------- ------ ---- ---- --
5626
1
Ke
3.8
HYBRID BERMUDAGRASS
HAY
BH
5626
1
Ke
3.8
SMALL GRAIN PASTURE
SGP
5626
1
La
15
HYBRID BERMUDAGRASS
HAY
BH
5626
1
La
15
SMALL GRAIN PASTURE
SGP
5626
1
+
NoA
1
HYBRID BERMUDAGRASS
HAY
BH
5626
1
NoA
1
SMALL GRAIN PASTURE
SGP
5626
1
WaB
5
HYBRID BERMUDAGRASS
HAY
BH
5626
1
WaB
5
SMALL GRAIN PASTURE
SGP
5626
2
Ke
17
BERMUDAGRASS CONTROL
GRAZED
BC
5626
2
Ke
17
SMALL GRAIN_PASTURE
SGP
5626
2
La
8
BERMUDAGRASS CONTROL
GRAZED
BC
5626
------------------------------------
2
La
,8
SMALL GRAIN PASTURE
------------------------------------------
SGP
TABLE C. SUMMARY OF CROPS, YIELD, AND NUTRIENT REQUIREMENTS BY SOIL TYPE
CROP
SOILJYIELD
UNITSITOTAL
N
*TOTAL P
*TOTAL K
HYBRID BERMUDAGRASS HAY
Ke
15.5
tons
j275
----------
0
----------
140
- 160
BERMUDAGRASS CONTROL GRAZED
Ke
5.5
TONS
220
0
140
- 160
SMALL GRAIN PASTURE
Ke
1.2
TONS
60
30
- 50
50 -
70
HYBRID BERMUDAGRASS HAY
La
5
tons
250
0
140
- 160
BERMUDAGRASS CONTROL GRAZED
La
5.0
TONS
200
0
140
- 160
SMALL GRAIN PASTURE
La
1.2
.TONS
'60
30 -
50
50 -
70
HYBRID, BERMUDAGRASS HAY
NoA
6
TONS
.300
J0
140
- 160
SMALL GRAIN PASTURE
NoA
1.5
tons
75
30 -
50
50 -
70
HYBRID BERMUDAGRASS HAY
WaB
5.5.
TONS
275
0
140
- 160
SMALL GRAIN PASTURE ;WaB'
1.2
tons
60
30 -
50
�50 -
70
* Total phosphate and potash amounts should be confirmed with a soil test.
L� l
sir°��rc(�ueilty I
e�gi�r��m QS�G!lS

TABLE D.
WASTE
MANAGEMENT
BY FIELD
----------------------------
d
FIELD
CROP
CODE
WASTE APPL'
METHOD
TYPE
WASTE N
COMM N' MONTHS TO APPLY '
_TRACT-
-----
----------
WASTE
------
LB/AC
LB/AC j ANIMAL WASTE
5626
5626
1
1
BH
IRRIGATE
-
SWINE
----i ----
275;
------- -------------------
APRIL TO OCT
5626
1
SGP
BH
IRRIGATE
SWINE
60
OCT-NOV & FEB-MARC
5626
1
SGP
IRRIGATE
IRRIGATE
SWINE
SWINE
25V
APRIL TO OCT
5626
1
BH
IRRIGATE
SWINE
50
300
OCT-NOV & FEB-MARC
5626
1
SGP
IRRIGATE
SWINE
75
APRIL TO OCT
5626
1
BH
IRRIGATE
SWINE
275
OCT-NOV & FEB-MARC
5626
1
SGP
IRRIGATE
SWINE
60
APRIL TO OCT
OCT-NOV & FEB-MARL
5626
2
BC
IRRIGATE
SWINE
220
APRIL TO OCT
5626
5626
2
SGP
IRRIGATE
SWINE
60
OCT-NOV & FEB-MARCIf
2
BC
IRRIGATE
SWINE
200
APRIL TO OCT `
5626
---------------------------------------------------------------------------
2 1
SGP
IRRIGATE
SWINE
60
OCT-NOV & FEB-MARCi
The acres, crops, and application method shown in the preceding tables will
.accommodate approximately 6374.9 animals of the type shown in Table A.
If more commercial fertilizer is used than is shown in Table D, then
additional acres of land will be needed. A 3 - 15 feet wide permanent
grass filter strip should be seeded along all ditches in fields that
receive animal waste.
ADDITIONAL COMMENTS I,KR_ �(�y� oil LAtq 5 %, &y(fp 56cjj
64
fai2saZlrEt�-
Prepared by: Title
Concurred in by :* J ( Date , "I
� _ �- '-.� �f 3
Pr ucer
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SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
------------------------------------- ------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1).
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material. Lagoon site (and pad site if needed) to be
stripped of topsoil (311) and stockpiled for use on dike and pad
slopes (2-311). The topsoiling quantity is in excess of amounts
specified on page one (1).
Cut-off Trench:
A cut-off trench (when specified) shall 6-6-installed as shown in
the plans. SE6 ' 4pjcAL ; LiNro - asaut=zev.
Construction:
-------------
Construction.of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 6" lifts and not placed in standing water. Compaction shall be
performed by the construction equipment or:sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall;
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered they will need to
e excavated a minimum of one (1) foot below grade and backfilled and
compacted with a SCS approved material (ie-CL,SC,CH). Refer to the soil
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed area's shall be
seeded to the planned type of vegetation as soon as possible after
construction according to seeding specifications sheet.

SCS-ENG-538
Rev. 5-7Q U. S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED LSSITE
FAR.tidER'S NAME N ATf a N S DISTRICT _�{►�'{ N I: SNI GD
DATE oS Au& q3 COUNTY WAYNE
S. C. S. PHOTO SKEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES i
WOODLAND ACRES TOTAL ACRES CLASS WORK UNIT CONSERVATIONIST
SK-ETCH OF PROPOSED POND SHOWING WHERE BORN WERE MADE (-Approx. scale I" =
Locale reference point -yn cenler line of dam and identity on sketch. feet;
C1 %
S14 Itij I 30 - -�
I I �-' '• 3 (lo. �" I I of I ,� I I I I
I I
I I i •I
�1317
,a I I si tA7 i. I
�' r
I� 12 I
I y1 I I I I I f l
loft/
-A i T I
SHOW BORING NU.LBER AND PROFILE II
DEPTH �. 1,/"Ar V _-1
BORLNGS I ADE BY
MMMIM
SIGNATURE 4 TITLE — ` � ^_��{,_--- � a �—

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED CLASSIFICATION
GW - Well graded gravels; gravel, sand mix
GP -Poorly graded gravels
GM -Silty gravels; gravel -sand -silt mix
GC -Clayey gravels; gravel -sand -clay mix
SW - Well graded sands; sand -gravel mix
SP -Poorly graded sands
SM -Silty sand
SC -Clayey sands; send -clay mixtures
ML - Silts; silty, v. fine sands; sandy or clayey silt
CL-Clays. of low to medium plasticity
CH -Inorganic clays of high plasticity
MH-Elastic silts
OL-Organic silts and silty clays, low plasticity
OH -Organic clays, medium to high plasticity
1. Suitable material for embankment is available C
mmm side)
REMARKS:
USDA CLASSIFICATION
g - gravel
s - sand
vfs -very fine sand
sl -sandy loam
fsl-fine sandy loam
1- loam
gl - gravelly loam
si - silt
sil -silt loam
cl -clay loam
sicl -silty clay loam
scl - sandy clay loam
sic -silty clay
c -clay
Yee E:) No (Indicate where located on thr sketch on
2. Explain hazards requiring special attention in design (seepaoc. sprinp,.,aa etc)
GENERAL REMARKS:

' 3ctachmenc B
Page L of 3
North Carolina AariculturaI c=tcnsion Seraicc
Agh—Waste Ma-
agement
-n
3ioiagirsi azra A�er�^ t� �gizu+;�sg �iar$z Ca?vc�.a Sate Li-�cs�-,r
I.T4�'�C''► Us--" Sd..' �s *�C . b'3", =--s
CF "m lam=Q OII et e
.lames C. Barka-*
3. Sri-Sot�d Marc a
... S==P—d dZ"P.ct j Z"= !at
�: __�-� locaz=ass us•:.�g aar�etal'..=c caLe�a� .
11. st==gge
a. Cc'? ecr about 2 lbs a! mm•,._s ^pm =rim z a s-=_xaca
avcid!=g bedd:: g mara_rlals sad =j=Saa�ae•-�T : c cb iecrars.
3. Lied M==a Siu-7
_. IInde=-zlo=Pd-!Ioar pi=
a. :w..e3d a 1/2' aormetal? is comduiz toes on both e=dz
mom! =-e tO pit woos.
b. Seal caper end oz cQadr.:t (e.g., by placi=& a-,.b•.b o4er erd
a:: caaasxit) tra�piag mars; a that has entarad lower end, =move
asd eaat7 sl::.� late plan —�c bucket or noz:zeza? "c caaarer .
C. :.axe subsaaple.1 2 ma 5 or more loc.a-oas or ar least 1 ca~_.
d. K: sad add abou-c 3/4 piz= =maoi%erallic sarWle c to er.
ii- x—ar=or—mzrage basic or
a . .42ka surz a hzs be= well "Ad F-4 th a !-,quid ma ..—a
c cpper-ag::ar_ar puma or proper? ar ag±tarnr . '
b . iaka subszsales trca about 5 pit loca=ioms , :! om agi =ato; p
or as a s spreader sad plats != a plasmic buckat.
*-DinssOr and r:..:aasiea Soecialst, Biological and Ag=ic-`1__ral=.�g'_Zee^gig
Daaa-meat, Nor- Ca al'_:a Scazz Unive=i--7 lal.e:gu. NC.

ACLachmena B
Page 2 of 3
e. Mix and add 3/4 pint to a nc=ecallic sample container.
C. Lagoon Ligr.:d
i. Collect about 3/4 pint of recycled lagoon liquid from i:.:-low pI
-..e
to flush tanks in a nonmeca_1?ic sample coaa:.zer.
U. From lagoon
a.
Place a small
battle
(1/2
pint or less) on end of 10-15, pole.
b.
Extgnd bottle
10-25'
away
f_om bank edge.
C. Brush away floating scum or debris.
d. Submerge botzle within 1' of liquid surface.
e. Z=Z7 into a plastic bucket, repeat. about 5 times around
lagoon, m,%, and add 3/4 pint to nonmetallic sap le coma:: er.
D. Broiler or Ttrkey L;ttar
i. Rouse litter
a. Vlmw' inspect litter for areas of varying quality, e.g.,
areas around feeders and :raterars, and est:=a.ta percent of
floor surface in each azea.
b. Take about 5 Litter subsamples at locations proportionate to
Item a. E.g., if 20% of litter of similar -r suzi quality is
around feeders and waterers, take 1 subsample there and -,_'-,e
other 4 subsamples from remainder of floor suface.
c. At each location, collect litter from a 6" by 6° area down to
earth floor and place in a plastic bucket.
d. After 5 subsamales have been added to the bucket, mix; and add
about 2-3 lbs litter to a nonmetallic sample container suic1i as
a I -gallon freezer bag, and seal..
U. From stockpile
a. Take subsamples from about 5 locations at least 18" into pile.
b. Kim, add 2-3 lbs to pormtetallic sample container and seal.
26)

Accachmenc B
?age 3 of 3
3:::. SA. P17 PS—ZPAZA.TIO N AND MIS r =
A. ?lace sample into an expandable container that can be sealed. R nse
residues f_am container with clean water but do not use ciisir.�ecta-;ts
seeps, Or =eat in any other way.
B. Pack sample in ice, ref-4gerata, freeze, or =z=fzr to lab quickly.
C. Nand -delivery is most reliable way of sample transfer.
D. If mailed, protact sample container with pack ng mata=ial such as
newspaper, box or package with wrapping paper, and tape.
E. Cammerc:_a1 sample containers and mailers are also a-7 Ia. Contact:
L. A&L Easter= Agricsltaral Lab, Inc. ?o1¢oa3 ?ackars Ca_7.
7621 + { teaine Road 2320 S . ?osier Avenge
Richmond, VA 23237 Gheel.Ing, IL 60090
Ph: [phone] the (31-1)398-0110
ii. Fisher Scientific Co.
3315 7itcn Road
Raleigh, NC 27604
?h: <919)876-2351
iv. NASCO
901 Ja.^.esr-1Ie Aven=e
Fort At'�c:rson, WT 53538
Ph: [phone]
F. Private aaalycical labs are available, bur sample analyses are costly.
G. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Depa-_-_-eat of A.gricjiltn= e
Agr=omic Division
?laat/Waste/Solution Advi-.sorp Section
B1:e Ridge Road Center
P.O. Box Z7547
Raleigh, NC 27671.
Ph: [phone]
Attz: Dr. Rap Campbell
ii. Forra;d $4 along with the sample.
iii. Include the following identification information with sale:
a. Livestock species (dai-y, swine, turkey, ezc.)
b. Livestcc?c usage (s-.rine-nur3er9, finishing; C.arkey-breeders,
brooderhouse, grower, number flocks v own on 1=tamer; et=.)
c. pasta r. pe (dai„-y-lot scraped man=a, l-'aui.d slu,-ry; s-.r_se-pit
slur— , lagoon liquid, sludge; broiler -house Iit�er, stockpile
iv. Routine analyses performed on all samples: N, P, R, Ca, Hg,
S, Fe 2ta, Zn, Cu, B
v. additional analyses performed upon request: DL-, Ho, Cd, Ni, ?b

Total Volumes
Grid cell size: 4.43 by 4.44
Original drawing scale: 100.00 ft/in
Project: Dr. Nations
Drawing: Drawing 3
Number: GHF014
Location: Wayne Co.
Bid Date:
Engineer: G. Pettus
Owner: Dr. Nations
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 09/08/93 Time: 16:29:04
Final surface: Balanced
Initial surface: Existing
Tight Volumes Expansion Expanded Volumes
Cut 25130.28 .0.00 25130.28
Fill 18951.51 25.00 23689.38
Difference :
6178.77
n1.1 volumes are in cubic yards.
Net Export :
1440.90
77-

Site Balance Report
Grid cell size: 4.43 by 4.44
Original drawing scale: 100.00 ft/in
Project: Dr. Nations
Drawing: Drawing 3
Number: GHF014
Location: Wayne Co.
Bid Date:
Engineer: G. Pettus
Owner: Dr. Nations
Estimator:
Prepared by: GOLDSBORO HOG 'FARM using SITEWORK
Date: 09/08/93 Time: 16:30:22
Final surface: Balanced
Initial surface.: Existing
There are no "Balanced" structures.
Fill shrink/swell percent: 25.00 Cut shrink/swell percent: 0.00
Balancing to 0.0 +/- 10.0 cubic yards
delta
Cut
Fill
Cut - Fill
0.000
25130.28
23689.38
1440.90
0.127
24344.69
24512.24
-161.55
0.114
24425.93
24425.88
0.05
Raise "Balanced" by 0.114 feet.
2-1�

Orientation: -45.0
Z Magnificat-ion: 14.1._.
�-4
Inclination: 20.0
se. ee: • • ' . • . - ,.t•■t..��ti111Sti41}��ittitit,,.. ttitit,. •. . „r� • t��t
t„,,"}4llLL1LL1LLl
44I1i lti111511L11L1111i}ftilS�li1ti4111L1!!lL14ti14
_ LLLL�L1144iS►�►►111
. tL Lt 11\1111\\ti t11555L11 �t Li,,1t
lL �4�}};i441111L1lLl4414 }}}f}i}R1llIlL!l11191ti _ .
_ `rtSS S 4}I11455ti1111tL111111�4 . .. SLLtI \ttit\•..,►l lt�tt+t
545ti4 L1111L1LS4 •• '•. - tLlllL
ti11L �LLLL194IS} 11LL}i}}}}}44661LLlllllll}4
45. ©©; ' SLLLItSE►1� 1t}}1411SS4}41! } � � 411t llllll . - --
LL• . L Jill }I411LlL
,A L}�} L .• .
40.00
35.00'
30.00 • ::. ''
Lower Left
31) Mesh Surface
Balanced
Project: Dr. Nations
Drawing: Drawing 3
Number: GHF014
Location: Wayne Co.
Bid Date:
Engineer: G. Pettus
Owner: Dr. Nations
Estimator:
3D Mesh Surface
Prepared by: GOLDSBOa^ HOG FARM using SITEWORK
Date: 09/08/93 iime: 17:08:58

5100.
36.00
37.09
18.00
00
.00
Report: Plan View Cross-section Locations
Project: Dr. Nations
Drawing: Drawing 3
Surface: Balanced
Prepared by: GOLDSBORO H00 FARM using SYTEWORK
Date: 09i08i93 Time: 16:43:21
0 80 160 Scale: 80 ft/in

50.8
48.0
46.0
44.0
42.0
40.0
38.0
36.0
34.0
32.0
30.0
29.0
I,A
a.
Cross tion Plots
Digit.zed Points
Horiz. scale: 75 +t/in Vert. scale: 4 +t/in
jProject: Dr. Nations
I Drawin?: Drawing 3
Nu'bor. GHF014
Location: Wayne Co.
Bid Date:
,:Engineer: G. Pettus
.. Owner, Dr. Nati.ons
(Estimator:
IPrepared by: GOLDSBORO HOG FARM using SITEW6"
Date: 09/08/93 Time: 16:46:45
— H,
......................... .............................................................. ................................................... ...................................
.............. .......... ................................... ................................ ...........................................................
............
.......... I ................ ............ I ........... .................. .................................................................... ..................
.............
Existing
............. ............................ ........................... ..... ........ ................. ...
......................................................
.................................................. ............. ......................................... ........
................................................................
...................
................... :: ............................................. ........... ......................... ................................................. ...................... ..................
.................... ........ ...... .................. .................................. .......................
BaL I a -tc ed
................ ......... ....... .... ............... .... ............ ................................................... ...................................... ........................
.............. .......................................................................................................... ....... ..... ........ ............. ........... ...........
............................ ....................................................................................................................
..........

49.6
47.6
45.6
43.6
41.6
39.6
37.6
35.6
33.6
31.6
29.6
27.6
t�s
Cross- :ion Plots
Digit_ _ed Points
Horiz. scale: 75 Win Vert. scale: 4 Win
Project: Dr. Nations
Drawing: Drawing 3
Number: OW014
Location: Wayne Co.
Bid Date:
Engineer: G. Pettus
Owner: Dr. Nations
Estimator:
Preared bw: GOLDSBORO HOG FARM usin SITEWORK
Date?. 89/08/93 Time: 16:50:3
B -B•
......................................................': ..: r:�r r...._._. .as:. .. .....:1.............................. ........................................ .. ........................�
:1.
................................................................... :�...................: ............................... .........................................
i •.
................................................................................................_................................ ;�.....................................
................................................................................................ ',.............................................. .. .. ' ... --'1 :.. y...................................
.......................................... ..................................................... .... :................................................................................._....
Bala
...................................................................................................... . ............ ......................j..........................................,...........

49..6
47.6
45.6
43.6
41.6
39.6
37.6
35.6
33.6
31.6
29.6
27.6
cm—ss— tion Plots
Digi�­ed Points
Horiz. scale: 75 +t/in Vert. scale" 4 +t/in
Pr
oject: Dr. Nations
Dra
wing: ns: Drawing 3
Number: W814
Location: Wayne Co.
Did Date:
Engineer: G. Pettus
Owner. Dr. Nations
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Datel 09/08/93 Time: 16:54:15
............. I ............................ I ...........
.................................................. I ......................................... ....................................................
............ ..............................
....................... .............................. ............................ .....................
................................ .............................. ................
................. ......................................
% ................. .......................
-Existing
................................. ........................................
.......................................... ....................... ..............
............................. ..............................
..............
Z- .................................... .................
................................................................................................. ... .........................................
.............................................
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . .
Bala ed
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
470

fI ABLE OF IRRIGATI®�M. LAo�,.'ES
Effective date as of 9/08/99
Roy G. Nation Swine Farm
HYDRANTS
ACRES
RN -A
2.17
RN-B
4.28
RN-C
4.34
RN-D
5.91
RN-E
5.63
RN-F
4.73
RN-G
5.05
RN-H
1.69
RN-1
2.24
RN-J
4.34
RN-K
1.93
Total Acres 42.31

Traveling Irrigation Gun Settings
Effective width = 240 ft.
Wetted diameter = 330
Nozzle size = 1.18
Operating pressure @ gun = 70
Total acres covered with traveler (wettable) = 42.31
Hydrant Number
Tract 5626
1A
1B
11
2A 1j i
2B
2C
11
2D
2E
2F
3A
3B
Effective length
Effective Width
Acres
350
270
2.17
600
170
2.35
350
240
1.93
750
220
3.79
200
120
0.55
1050
245
5.91
1000
245
5.63
250
120
0.69
800
220
4.04
1000
220
5.05
300
245
1.69
500
195
2.24
700
270
4.34
700
120
1.93
Total Acres __ 42.31

• F+Xf-3IBtT D-1
IRRIGATION SYSTEM DESIGN PARAMETERS
X,nndotivncr/Operntor Name.- o Cr . ' o)
CA'X 0V-' County: c-
Address: p tv . =
(So i A { 0-r �_N_�,3 Date:
Telephone: v. - 13 a 6 9 ' l
TABLE I - Field Specifications
'Sec attached map.
�Totnl field acreage minus required buffer areas.
lRefer to N. C. Irrigation Guide, Field Oflice.Tcelinical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
NRCS, NC
JUNE; .1996

Rui*
a KA 1.1"' MINE Z�q. L�

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ANIMAL WASTE MANAGEMENT PLAN CERTIFICATION FOR EXISTING FEEDLOTS
Please return the completed form to the Division of Environmental Management at the address on the
reverse side of this form.
Name of farm (Please print) :
Mailing Address:.4 D
Phone No.: ti H i
County (of farm):
Farm location: Latitude and Longitude 35 17' 18" / 77 50' 2 0 " (required). Also, please attach a
copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.) : SWINE
Design capacity (number of animals) : 5760
Average size.of operation (12 month population avg.): 576 T�- -
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):
Affiliation (Agency): (L,5 p),,g k L S
Address (A—g=cy� W Lnr20 W - 6A"Phone No.:
Signature: C]_� �>Date:
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
Signature
Name of
Signature
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#

Swine Farm Waste Management Odor Control Checklist
�s Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production jO Vegetative or wooded buffers;
0 Recommended best management practices;
® Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals El Dry floors
Floor surfaces • Wet manure -covered floors ® Slotted floors;
p31 Waterers located over slotted floors;
O Feeders at high end of solid floors;
O Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits • Urine; O Frequent manure removal by flush, pit recharge,
a Partial microbial decomposition or scrape;
® Underfloor ventilation
Ventilation exhaust fans • Volatile gases; 0 Fan maintenance;
Dust N Efficient air movement
Indoor surfaces a Dust A Waslidown between groups of animals;
® Feed additives;
O Feeder covers;
® Feed delivery downspout extenders to feeder
ce+rers
Flush tanks • Agitation of recycled lagoon O Flush tank covers;
liquid while tanks are filling O Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys a Agitation during wastewater O Underfloor flush -with underfloor ventilation
conveyance
Pit recharge points
Lift stations
Outside drain collection
or junction boxes
• Agitation of recycled lagoon
liquid while pits are filling
• Agitation during sump tank
filling and drawdown
• Agitation during wastewater
* Extend recharge lines to near bottom of pits
with anti -siphon vents
O Sump tank covers
O Box covers
conveyance

t
BrAPs to MiOimize Oddr Site Specific Practices
Source
Cause
Agitation during wastewater
g
a
Extend discharge point of pipes underneath
End of drainpipes at
lagoon liquid level
lagoon
conveyance
Volatile as emissions;
g
a
Proper lagoon liquid capacity;
Lagoon surfaces
• Biological mixing;
[�
procedures;
Correct lagoon startup p
Agitation
a
Minimum surface area -to -volume ratio;
@l
Minimum agitation when.pttmping;
❑
Mechanical aeration;
❑
Proven biological additives _
Irrigation sprinkler
Hi pressure agitation;
• ih p
X
Irrigate on dry days with little or no wind;
nozzles
• Wind drift
(9
Minimum recommended operating pressure;
0
Pump intake near lagoon liquid surface;
❑
Pump from second -stage lagoon ---
Storage tank or basin
• Partial microbial decomposition;
O
Bottom or midlevel loading;
surface
• Mixing while filling;
Cl
Tank covers;
• Agitation when emptying
❑
Basin surface mats of solids;
❑
Proven biological additives or oxidants
'
I is dertteath liquid
ing basin surface • Partial microbial decomp,
• Mixing while felling;
A aitatinn when emptying
Manure, slurry or sludge • Agitation when spread
spreader outlets . Volatile gas emissions
Uncovered manure, Volatile gas emissions
slurry or sludge on field drying
surfaces
Dead animals
Dead animal c
pits
Incinerators
Carcass decomposition
• Carcass decomposition
• Incomplete combustion
® Extend drainpipe out a un
level;
❑ Remove settled solids regularly
t_7 Soil injection of sluny/sludges;
❑ Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
❑ Soil injection of slurry/sludges
❑ Soil incorporation within 48 hrs.;
❑ Spread in thin uniform layers -for rapid drying;
❑ Proven biological additives or oxidants
CK Proper disposition of carcasses
❑ Complete covering of carcasses in ouna, PI1us
❑ Proper locationiconstruction of disposal pits
❑ Secondary stack burners

BMPs to Minimize Odor Site Specific Practices
Source Cause
Standing water around • Improper drainage; IN Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manuronto • Poorly maintained access roads Ig Farm access road maintenance
et —racked
public roads from farm
access
Available From:
Additional Information : - - -- - — — NCSU, County Extension Center
Swine Manure Management; 0200 Rule/BMP Packet NCSU -BAE
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet NCSU -BAE
Swine Production Facility Manure Management: Pit Recharge -Lagoon Treatment; EBAE 128-88 EBAE 129-88 NCSU -BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;. EBAE 103-83 NCSU - BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact,Sheet NCSU - Swine Extension
Controlling Odors from Swine Buildings; PIH-33 NC Pork Producers Assoc
Environmental Assurance Program; NPPC Manual NCSU Agri Communications
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension

Insect Control Checklist for Animal Operations
eae e—elfi/n Prnetiees
-Source Cause
BMps to Control Insects
Liquid Systems
nd
Flush Gutters • Accumulation of solids sufficiently to remove acFlush system is desinedcuoperated
dsolids from
gutters as designed.
O Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (81 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.
Decaying vegetation Maintain vegetative control along banks of
Excessive Vegetative • y g g lagoons and other impoundments to prevent
Growth accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Dry Systems
f .. Feed Spillage CI Design, operate and maintain feed systems (e.g.,
Feeders bunkers and troughs) to minimize the
accumulation of decaying wastage.
a Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval —
during winter). __ - -
Feed Storage • Accumulations of feed residues El Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
CF Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

Cause
BMPs to Control Insects• Site Specific Practices
auuiCc aiong
Animal Holding Areas • Accumulations of animal wastes ❑ Eliminate low areas at trap moisture
and feed wastage fences and other locations where'waste
accumulates and disturbance by animals is
minimal.
❑ Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed). — — - - -- - --
Dry Manure Handling • Accumulations of animal wastes ❑ Remove spillage on a routine basis (e.g., 7 - 10
Systems day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
❑ Provide for adequate drainage around manure
stockpiles.
❑ Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed. -_ ------__-
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.

Insect Control Checklist for Animal Operations
Source — - Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush gutters Accumulation of solids ® Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
® 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 to 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation ® Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Feeders
• Feed spillage
Dry Systems
Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
® Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page 1

Source
Deed storage •
Insect Control Checklist for Animal Operations
— _ Cause _ - -- -- — - 1BMPs to Control Insects - _ — - — Site Specific Practices
Accumulations of feed ® Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
lJ Inspect for and remove or break up accumulated
_ solids in filter strips around feed storage as needed
Animal holding areas • Accumulations of animal ® Eliminate low areas that trap moisture along fences
wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal
® Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling • Accumulations of animal 13 Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
CJ Provide for adequate drainage around manure
stockpiles
® Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

EMERGENCY
ACTION PLAN
PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management System (EMS)
Soil and Water Conservation District (SWCD)
Natural Resources Conservation Service (NRCS)
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 Ieave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be posted in an accessible, location for all employees at
the facility, The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
a. Lagoon overflow -possible solutions are:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field -actions include:
1)
2)
3)
4)
5)
Immediately stop waste application.
Create a temporary diversion to contain waste.
Incorporate waste to reduce runoff.
Evaluate and eliminate the reason(s) that caused the runoff.
Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all Ieaks prior to restarting pumps.
1 November 23, 2016

d. Leakage from flush systems, houses, solid separators -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house, flush systems, or solid separators.
5) Repair all Ieaks prior to restarting pumps.
e. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks- possible action:
1) Dig a small sump or ditch away from the embankment to catch all seepage, put in
a submersible pump, and pump back to lagoon.
2) If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
3) 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 DWR regional office, phone number:
. After hours, emergency number: 1-800-858-0368. 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:
Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number:
2 November 23, 2016

2) local SWCD office, phone number:
3) local NRCS office, phone number:
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:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer,
etc.)
a. Name:
b. Phone:
7 Implement procedures as advised by DWR 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.
3 November 23, 2016