310133_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: 31-0133 Certificate Of Coverage Number: AWS310133
2. Facility Name: Shenandoah Farm
3. Landowner's Name (same as on the Waste Management Plan): Graham L Kennedy
4. Landowner's Mailing Address: 1193 S NC 111
City: Chinquapin State: NC Zip: 28521
Telephone Number: 910-298-3381 Ext. E-mail:
5. Facility's Physical Address: /35-2 S N< / < 1 f'f4`1
City: Chinquapin State: NC Zip: 28521
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Graham L. Kennedv Phone No.: 910-389-1115 OIC #: 19658
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 3,672
Oneration Tvaes;
Swine Cattle Dry Poultry Other Tunes
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

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
(Squa
Design Freeboard
"Redline"
(Inches)
#2 STORAGE
f/ —.�—Q %
(
2 3 f33
' r/ v63;8ed°t37
32.40
LAGOON #1
q*-4 —8?
Ctay
q 9,, %
43' DOO
19.00
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), sinned by 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
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
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. 1 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 143-215.6B, 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, si ature should be by a princip.I executive officer of the corporation):
Name: in- Title: ob. kyr.,
Date: .3 - / g - t 9
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.106-403). 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 opiniontof 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 disease emergency, the State Veterinarian may enact
additional tempora • procedures.or_measures for disposal according to G.S. 106-399.4.
Signature
f Farm Owner/
Signature of ethnical Specialist
Date
3 r9
Date

WASTE UTILIZATION PLAN Page 1
DATE 01/07/05 FN 31-133
Producer: GRAHAM KENNEDY
Location: 1783 SOUTH NC HWY 111
CHINQUAPIN, NC 28521
Telephone: [phone]
Type Operation:
Number of Animals:
SWINE FEEDER TO FINISH
3672
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
content of the waste. Do not apply more nitrogen than the crop can
utilize. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and available
water holding capacities. Normally waste shall not be applied to land
— ` eroding at greater than 5 tons per acre per year. With special 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 DWQ
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 require-
ments should be based on the waste analysis report from your waste
management facility. Attached you will find information on proper
sampling techniques, preparation, and transfer of waste samples to
the lab for analysis.
Phis waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H.0217 adopted by the Environmental
Management Commission.

WASTE UTILIZATION PLAN
AMOUNT OF WASTE PRODUCED PER YEAR (GALLONS, FT3, TONS, ETC.)
Page 2
3672 hogs x
3.8 tons waste/hogs/year = 13953.6 tons
"' AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
3672 hogs x 4.6 PAN/hogs/year = 16891.2 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan time
and have appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
TABLE 1: ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS RESID ** * LBS
DETERMINING PHASE CODE AW N PER ACRES AW
PER AC AC USED
APPLIC.
TIME
5968 1 GOA BH 6.5 325 19.62 6376.5
5968 -1 GOA SG 1 50 19.62 981
5968 2 GOA C 125 156.25 15 8.3 1172.375
5968 -2 GOA W 60 120 8.3 996
5968 2 GOA DSB 35 140 8.3 1162
5968 4 FOA C 120 150 15 35.6 4806
5968 -4 FOA W 55 110 35.6 3916
5968 4 FOA DSB 28 112 35.6 3987.2
5968 5 FOA C 120 150 15 13.4 1809
5968 -5 FOA W 55 110 13.4 1474
5968 5 FOA DSB 28 112 13.4 1500.8
Total 28180.875
- Indicates that this field is being over seeded (i.e. interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. 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
)lan only addresses Nitrogen.

WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
Page 3
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate
land. See required specifications 2.)
TRACT FIELD SOIL TYPE & CLASS- CROP YIELD
DETERMINING PHASE CODE
6765
6765 —1
6765
1 AUB
AUB
1 AUB
LBS RESID ** * LBS
AWN PER ACRES AW
PER AC AC USED
C 75 93.75
W 45 90
DSB
18 72
Indicates that this field is being over seeded (i.e. interplanted)
or winter annuals follow summer annuals.
7**
Acreage figures may exceed total acreage in fields due to
over seeding.
* 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
BH
C
SG
SA
WA
BC
BP
FC
FH
FP
SB
DSB
CO
W
CROP
HYBRID BERMUDA GRASS -HAY
CORN
SMALL GRAIN OVER SEED
SUMMER ANNUALS
WINTER ANNUALS
HYBRID BERMUDA GRASS -CON GRAZED
HYBRID BERMUDA GRASS -PASTURE
TALL FESCUE -CON GRAZED
TALL FESCUE -HAY
TALL FESCUE -PASTURE
SOY BEANS
DOUBLE CROP SOY BEANS
COTTON
WHEAT
15 11.6 913.5
11.6 1044
11.6 835.2
Total
0
0
0
0
LBS N APPLY
UNITS PER UNIT MONTH
TONS 50
BUSHELS 1.25
AC 50
AC 110
AC 100
TONS 50
TONS 50
TONS 50
TONS 50
TONS 50
BUSHELS 4
BUSHELS 4
TONS 0.1
BUSHELS 2
MAR-OCT
MAR-JUNE
OCT-MAR
APR -MAY
SEPT-APR
APR-SEPT
APR-SEPT
SEPT-APR
SEPT-APR
SEPT-APR
JUN-SEPT
JUN-SEPT
MAY-JUN
OCT-MAR
2792.7

WASTE UTILIZATION PLAN Page 4
TOTALS FROM TABLES 1 AND 2
ACRES LBS AWN USED
TABLE 1 68.1 28180.875
TABLE 2 11.6 2792.7
TOTAL 79.7 30973.575
AMOUNT OF N PRODUCED 16891.2
*** BALANCE -14082.38
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic
land application of sludge at agronomic rates. The sludge will be
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
facility will produce approximately 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 equipment, may be needed when you remove this sludge.
See 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
6 months. In no instance should the volume of waste being stored in
your structure be within feet of the top of the dike.
J

WASTE UTILIZATION PLAN Page 5
If surface irrigation is the method of land application for this plan, it
it is the responsibility of the producer and irrigation de signer 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
Call your Agriment Services representative for assistance in determining
the amount of waste per acre and the proper application rate
prior to beginning the application of your waste.
NARRATIVE OF OPERATION: SEE ATTACHMENT
r•\

WASTE UTILIZATION PLAN Page 6
Plans and 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 Local NRCS 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 updated 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 Toss 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 Standard 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 the wind is blowing.
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 infil-
tration rate such that runoff does not occur off -site 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
event, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste should
also be considered.

WASTE UTILIZATION PLAN Page 7
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. Animal waste shall not be applied closer than 25 feet to surface
water. This distance may be reduced for waters that are not perennial
provided adequate vegetative filter strips are present. (See standard
393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings
other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right -of ways.
15. Animal waste shall not be discharged into surface waters, drainage ways,
or wetlands by discharge or by over -spraying. Animal waste may be
applied to prior converted wetlands provided they have been
approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge
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 wash down facilities, showers,
toilets, sinks, etc., shall not be discharged into the animal waste
management system.
17. Lagoons and other uncovered waste containment structures must maintain
a maximum operating level to provide adequate storage for a 25-year,
24-hour storm event in addition to one (1) foot mandatory freeboard.
18. 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
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.
19. 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.
20. 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.

WASTE UTILIZATION PLAN Page 8
21. 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.
22. 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.
23. Waste shall be tested within sixty 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 altemative crop
sites shall be used when these metals approach excessive levels. pH
and waste analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three years. Waste
application records for all other waste shall be maintained for five
years.
24. Dead animals will be disposed of in a manner that meets North
Carolina State regulations or other States' regulations.

r-
WASTE UTILIZATION PLAN
NAME OF FARM:
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above.
I (we) know that an 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 Water Quality (DWQ) before the new animals
are stocked. I (we) also understand that there be no discharge
of animal waste from this system to surface waters of the state
from a storm event less severe than the 25 year, 24 hour storm.
The approved plan will be filed on -site at the farm office and at
the office of the local Soil and Water Conservation District and
will be available for review by DWQ upon request.
I (we) understand that I must own or have access 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 rate that no runoff
occurs.
NAME OF FACILITY OWNER:
SIGNATUR
GRAHAM KENNEDY
DATE: / JsOrS
NAME OF MANAGER (if different from owner
•
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: RONNIE G. KENNEDY JR.
AFFILIATION: Agriment Services Inc.
PO Box 1096
Beulaville NC 2851
SIGNATURE:
DATE: //#5
Page 9

REVISED ADDENDUM TO WASTE UTILIZATION PLAN:
FACILITY NUMBER: (31-133)
FARM NAME: Shenandoah Farm
OWNER NAME: Graham L. Kennedy
FACILITY TYPE: 3,672 Feeder to Finish
This addendum should be incorporated into the existing waste utilization plan created by
Ronnie G. Kennedy Jr. dated 1-7-2005. The waste plan designates tract 5968 field 2-5
and tract 6765 field 1 to be corn/wheat/soybean rotation; however, do to chronic rainfall
during the months of May, June, and July 2013 grower was having trouble getting in the
field to plant soybeans. Therefore, by way of this addendum grower may plant sorghum
in place of the Soybeans for this year. The rate for sorghum is 110 lbs. N per/acre.
7/
RONNIE G. KENNEDY JR.
TECHNICAL SPECIALIST
rw

ADDENDUM TO WASTE UTILIZATION PLAN:
FACILITY NUMBER 31-133
FARM NAME: SHENANDOAH FARM
OWNER NAME: GRAHAM KENNEDY
DESIGN CAPACITY: 3672 FEEDER TO FINISH
Waste plan was mod ed to reflect new center pivot irri
contractors/irrigations designers Rain Man Irrigation.
9.81 acres vs.108 under'the reel system before. 8 48acres is cov
pull (see map) the wup has been.revised to reflect this certified chF
mi installed by certified
are in the Bermuda Field is now
by pivot and 1.33' by remaining half
ge in the waste Mgt system.
THIS WASTE PLAN REPRESENTS A COMPLETE TWO-YEAR ROTATION OF THE CROPLAND
AND HAY LAND. THE PAN HAS BEEN DOUBLED TO REPRESENT PAN ACCUMALATION FOR
TWO -YEARS. THE ACREAGES OF THE HAYLAND WITH SMALL GRAIN OVERSEED HAVE
BEEN DOUBLED IN THIS PLAN TO TAKE UP THE NUTRIENTS FOR A TWO-YEAR PERIOD,
BECAUSE THESE CROPS DO NOT CHANGE IN TWO YEARS. THE CROPLAND REPRESENTS
THE USE OF CORN/WHEAT/SOYBEAN ROTATION. THE ACTUAL ACREAGES ARE USED FOR
THE CROPLAND TO REPRESENT THE NITROGEN UPTAKE FOR THE TWO-YEAR ROTATION,
BECAUSE THE CROPS CHANGE EVERY OTHER YEAR. ACREAGES MAY BE CONFUSING BY
SEEING DOUBLE THE ACREAGES FOR THE TWO-YEAR ROTATION REVERT TO MAP FOR
ACTUAL ACRES USED.
DUE TO THE DEFICIT NOTED IN THIS WUP, MR. KENNEDY HAS THE FLEXIBILITY TO PLANT
15 ACRES OF TOBACCO IN THE AREAS DESIGNATED AS CROPLAND ROTATION ONLY. MR
KENNEDY DOES NOT NEED THIS AREA TO FULFILL THE AGRONOMIC REQUIREMENTS OF
HIS FARM. NOR DOES HE NEED THE ACRES SPECIFIED AS LEASED ACREAGE IN THE WUP
TO FULFILL AGRONOMIC REQUIREMENTS. MR. KENNEDY MAY APPLY TRACT 6765 FIELD 2
IF HE SO DESIRES, IF UTILIZED THE SAME CROPS AND WINDOWS AS SPECIFIED ON TRACT
6765 FIELD 1 WILL BE USED AS PROTOCAL WHEN APPLYING.
THIS WASTE PLAN IS BASED ON WETTED ACRES AND IS COINCIDAL WITH THE MAPS AND
PULLS ENCLOSED.
SEE IRR-2 FORMS, CHARTS, AND MAPS TO SEE WETTABLE ACREAGES FOR EACH
INDIVIDUAL PULL.
NO WASTE SHOULD BE APPLIED TO A CROP THAT DOES NOT HAVE A REALISTIC YIELD
FOR THE USAGE OF IRRIGATED SWINE WASTE, EXCEPT FOR PREPLANT. ALL FIELDS MUST
MEET MONITORING AND REPORTING REQUIREMENTS WHEN USED. MR. KENNEDY PLANS
TO APPLY SWINE WASTE IN ACCORDANCE WITH HIS SPECIFIC WASTE ANALYSIS NOT TO
EXCEED THE HYDRAULIC LOADING OF THE SOILS.
1/7/045
TECHNICAL SPECIALIST
1/7/0.
GRAHAM KENNEDY
OWNER/OPERATOR

Graham Kr- iedy
1:6,000
1 inch equals 500 feet
i

dC 6`it
T 7-040 p° ,
GRAHAM KENNEDY WETTABLE ACRES
1 IELD-PULL
Length
Width
lAcre = 43,560"Wettable
Ac —
4=1
1,000
279
43560
6.4
4=2
1,000
248
43,560
5.7
4=3
1,000
248
43,560
5.7
4=4
1,000
248
43,560
5.7
4=5
1,000
248
43,560
5.7
403
1,000
279
43,560
6.4
2=1
800
279
43,560
5.1
2=2
500
279
43,560
3.2
5=1
1,000
279
43,560
6.4
5=2
400
279
43,560
2.6
5=3
800
240
43,560
4.4
1=1
850
279
43,560
5.4
1=2
850
279
43,560
5.4
1=1(LEASED)
700
279
43,560
4.5
1=2(LEASED)
400
248
43,560
2.3
1s3(LEASED)
16
750
279
43,560
4.8
79.7
Total
(INTERIOR PULLS 80% EXTERIOR 90%) OF WETTED DIAMETER 310'
A
.1);& 4 Y v
t isiVet tt'
7 '14 ✓'fir
f

ROI
Landowner/Operator Name:
Address:
Telephone:
TABLE 1 - Field Specifications
IRRIGATION SYSTEM DESIGN PARAMETERS
Groin. 14-AA met y
4001 FAN'. c
3 S oi.I Mc, Au/
County:
Date:
4 CQvl1 Pc, Idi s c0K O;KGaie co,c__.4q Y�
���►,� r-N3►-133
i2/i7/97 (& 12)
Reio
AG+eS
EXI-®IT D-1
Heidi
Number
Approximate
Maximum
Useable Size
of Fieid2
(acres)
Sop Type
Slope
(%)
Crop(s)
Maximum
Application
Rate3
(lr✓hr)
Maximum
Application
per Irrigation
Cycle3
(inches)
Comments
t*I -rt
35 C
.4
4 - i(
C.-, Ad..,- .5-7, ..s
• So
/• 0
4) -p).
1/131-pot,
1-3
Go A}
o-- O
Cenn/Wir1-/Styire s
.Sa
1. 0
/04
&oA'
A-g'
RCM,udd& AL
.
1• )
s pI p3
L3•'1
FoA-
0 -g{
Cd,'0, lJ SP k
_
•S0
I e41 p3
I1. 6
946
0-8"
cam.. w, 1 SO/leu
• so
I.0
tys
T T4.&
27,7
_
— `4'
/
/0• B'
Goff'
D-�'
S•C7• D✓aaccd
•Sv
• S0
'See attached map.
2Total field acreage minus required buffer areas.
3Refer to N. C. Irrigation Guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
NRCS, NC
DUNE, 1996

State of (North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
\\, ayne tilcllevitt, Secretary
Division of Water Quality
Certified final # Z 153 116 304
Return Receipt Requested
Mr. Graham Kennedy
r
Shenandoah Farm 8255
1783 South NC 1-lwy. 111
Chinquapin. NC 28521
Subject:
Dear Mr. Kennedy:
NORTH CAROLINA DUrAM t MCN r O.
ENVIRONMENT AND NATURAL RESOURCES
1 iebruary 9, 1999
Justification and Documentation for Wettable Acres
Shenandoah Farm 8255
Facility Number: 31- 1 33
Dupiin County
On February 4, 1999, Mr. Brian Wrenn from the Wilmington Regional Office of the
Division of Water Quality inspected your animal operation and the lagoons serving this operation.
During this inspection, it was determined that your farm will be flagged for a mandatory wettable
acre determination unless the following information can be provided:
-A leap including, at minimum, labeled-hydrant/riser points and related coverage area. (throw)
with the appropriate irrigation parameters (DI) and calculations and signed by a WUP technical
specialist. Maps must include design restrictions such as wells, perennial streams, property
bounclo c . etc.
-A Waste utilization Plan that labels the fields by spray pull/zone or credits the acreage of each
field as less than 75 % of the total acreage in the respective field while still maintaining a nitrogen
deficit. All fields must be reachable with available irrigation equipment or under contract with
a third party applicator.
127 north Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mr. Graham Kennedy
February 9, 1999
Page 2
*This information must be provided within fourteen (14) days of the receipt of this letter.
If the information cannot be provided within this time frame a technical specialist must contact our
office to establish an alternative schedule. We suggest that you contact your service company,
local ARCS or Soil and Water District office for any assistance they may be able to provide. If
you have any questions, please contact me at [phone].
Sincerely,
*Bian1..Wrenn
Environmental Specialist
cc: Geno Kennedy, Agriment Services
Bryan Spell, Dogwood Farms
Wilmington Files
S: t WQSiBR!ANVr' S1tSC131-133.LET
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

GRAHAM KEN ,EDY - IRRIGATI
FOR WASTEWAT
4
(7)
(8)
? (2) W) O wi
Wetted
Diameter
Lane
Spacing(feet)
Lane Spacing
as a (%)
(4) / (3)
Start End
Acres
Pull length
Wetted width
IF(13)>0=(3)12+(4)/2
IF(13)<0=(4)
D9
Id
Lane
1
310
200
65%
0.76
565
255
2
310
200
65%,
0.66
645
200
310
200
65%
0.76
685
255
1
310
200
65%
0.76
725
255
2
310
200
65%
0.66
305
200
3
310
200
65%
0.76
125
255

17 km W of Richlands, North Carolina, United States 19 Jun 1996
V a
o'
1200M V' 01 ' 1200yd
Photo courtesy of the US Geological Survey.
OrigMetaTag = '3407711NW' Center Lon,Lat= -77.72328,34.84647 Running Time 23 ms Time 1/28/2000 6:36:06 AM to 1/28/2000 6:3E
4

4IF
F ' it4-1144 0
i

WETTABLE ACRES
Width
279
1Acre = 43,560'Vettable
Acre -
6.4
IELD-PULL
4=1
Length
1,000
43560
4=2
1,000
248
43,560
5.7
5.7
4=3
1,000
248 43,560
4-=4
1,000
248 43,560
5.7
4=5
1,000
248 43,560
5.7
4=6
1,000
279 43,560
6.4
2=1
800
279 43,560
5.1
2=2
500
279 43,560
3.2
5=1
1,000
279 43,560
6.4
111 5=2
400
279 43,560
2.6
5=3
800
_
240 43,560
4.4 •
1=1
850
279 43,560
5.4
1:
1=2
-
850
279 43,560
5.4
'
1=1(LEASED)
700
279 43,560
4.5
1=2(LEASED)
1=3(LEASED)
, 16
400
750
248 43,560
279 43,560
2.3
4.8
79.7
Total
(INTERIOR PULLS 80% EXTERIOR 90%) OF WETTED DIAMETER 310'
•
4
660

T' pic :Cro6S sets
rc�`no rn . t eY
:. Upper PQa tle N v�� .D
r.. rn;aal�. per.) c. ?c v 'LS0.S
Louier Po.dGl�✓, 49.&
as f' i'10.f.), areus bt1,: i,ovs {
11_:,
al
. .. ..•
Ott. akv, 9-
StaraSeele' 'FC..-�
ottorn elev 73(;5
.::;
:I . . I ..
.I::,.: :14&
• •

APPROVED BY
DATE
KkAME: Sraham Kennedy
ADDRESS: Rte, 1, Box 190 AA
'' Chinquapin NC 28521
TYPE AND SIZE 2-1224 Toppinq
017 OPERATION Murphy
C".�SS
DESIGNED BY Johnny
DATE
/^ \
�
PEPMANENT STORAGE
' 2448 Hogs x
TEMPORARY STORAGE
4
Lanier
135 |bs per hoq
.,',330480 |bs of animal x 1.35 cu. ft.
per 1000 \bs of animal wt. M.
RAINFALL LESS EVAPORATION
7o'( 70150 sq. ft, surface
l Cu Ft per |b.
Of waste per day
180 days
area per 12"per ft
RAINFALL - 25 YR. 1 DAY STORM
7"5x X 70150 sq. ft. of surface
�CUT TO FILL RATIO
area peP 12" per it,
TOTAL STORAGE NEEDED
TOTALSTORAGE AVAILABLE
AMOUNT OF FILL DlKi:---:
PAD
TOTAL
SETTLEMENT 10%
'TOTAL AMOUNT OF FILL
TOTAL EXCAVATION
PAGE 2
330480 Cu Ft
80307 Cu Ft
40921 Cu Ft
43844-Cu Ft
495551Cu Ft
18354 Cu Yds
497440 Cu Ft
18424 Cu Yds
82080 Cu Ft
208000 Cu Ft
290080 Cu Ft
29008 Cu Ft
319088 Cu Ft
11818 Cu Yds
418700 Cu Ft
15507 Cu Yds

PAGE 3
w
OPERATION AND MAINTENANCE
This lagoon is designed for waste tr*atment with minimum odor
cnDtro|. The time required for the Planned fluid level to be
reached may vary due to soil conditions, flushing operations and
the amount of fresh water added to the system. '
Land application Of waste water is recognized as an acceptable
method of disposa|, irrigation by using center pivot gun or
trav|er is the preferred and molt efficient method t' dispose of
the effluent from the lagoon. Care should �e taken " v
waste to prevent damage to the crops and t' e» when a�P|Yi»8
./ o prevent runoff from
the fields. -- -�- '
The following items are to be carried out:
1~1 Begin pump -out of the lagoon when fluid level reaches invert
of the outlet pipes or at a pre -determined elevation,,
2. Stop pump -out before the lagoon depth is less than 6 feet
deep or at a pre -determined depth. (This prevents the loss of
Morab|e bacteria)
0. The recommended amount to app|v per irrigation is one /nch
and maximum recommended application rate is 0.5 inch per hour.'
4. It is recommended that the treatment lagoon be precharSed to
1i2 its capacity to prevent excessive odors during beginning
stages of the operation. PrecharSing reduces the concentration of
the initial waste entering the |aSoon thereby reducing odors
Solids,should he covered with water at all times. ^
5. Keep vegetation on the embankment and areas Rround tne lagoon
and bui|dinos mowed,
S/ Repair any eroded areas and establish in vegetation.
.T~ The Clean Water Act of 1977 prohibits the discharge of
Pollutants into waters of the United States. The Department of
.Natural Resources and Community Deve|opment(DNRCD) Wastewater
��Mana8ement Section, has tne responsibility for enforcing this
t|aQ
8. All surface water is to he diverted from the lagoon to an
adequate and stable outlet.

. �
NAME:
`-
Graham Kennedy
\
.APPROXIMATE NITROGEN AND PHOSPHORUS THAT WILL BE PRODUCED PER
YEAR
: "wITROGEN (N) 57900.10LDS TONS OF WASTE S709Er
o, ",I"^.,
�- "^.M�.wxo
rnuorHuxuS (P)
16887.53LBS
IT IS ESTIMATED THAT APPROXIMATELY 25 % OF THE NITROGEN WILL bE
AVAILABLE FOR USE AS FERTILIZER
THE FOLLOWING AMOUHT CAN 8E APPLIED ON THE LAND
.r
�.14475.02 LBS.
.t�
IF APPLIED AT THE RATE OF 200 L8S PER ACRE ON CROPLAND OR FESCUE
72.38 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
IF APPLIED AT THE RATE OF 400 L8S PER ACRE ON COASTAL BERMUDA
36.19 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
BEFORE ANY EFFLUENT IS APpLIED TO THE LAND IT SHOULD BE ANALYZED
TO.DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
` IN RALEI6H IS MAKING SOME TEST ON A LIMITED BASIS. YOU SHOULDCONTACT - "
AGRONOMIC S2RV{CAn 3lVjSjO1,,,
NCDA, BLUE RIDGE ROAD CENTER
RALEI6H N.C. 27611
PHONE: 919-73?-2655
wHEN APPLYIN` THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION
SOME 8F THE EFFLUENT C0U00 BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON. -
100 AC OF LAND AVAILABLE FOR APPLICATION OF EFFLUENT
100AC OF CORN WILL UTILIZE
AC OF FESCUE W:LL UTILIZE
AC OF BERMUDA WILL UTILIZE
r -'
, BEGIN PUMPING THE EFFLUENT WHEN
���THE FLUID LEVEL REACHES
1 �.
',DO NOT LOWER THE FLUID ANY
j`LOWER THAN
20000 L8S. OF NITROGEN
0 L8S, OF NITROGEN
0 L8S. OF NITROGEN
Top of outlet pipe e|ev.46.5
3 ft. below outlet p!pe
elev. 43.5
` 'THE EFFLUENT SHOULD DE APPLIED AT A RATE THAT WILL NOT--CA-USE-RUNOFFONTO SURROUNDING AREAS OR LEACHING INTO THE G'-MOUN'`~~� ~'`'
For-GROUND WATER
FiRECOMMENDED APPPLICATION RATE IS 0.5 INCHES PER HOUR AND THE
MAXIMUM RECOMMENDED APPLICATION AMOUNT IS 1 INCH PER IRR6ATION
;.
'

ill j . tL-.7V1141aW Os
aa=l1w
Iii0F0,94var, NO
lo.kikt I!%m 1 ti0f'.
'ILIZE
ITTC' LIMESTONE.
=Cc) BALES ,SMALL GRAIN STRAW
125 L.I;S w FEE SC:UE GRASS
•
"LI:;S w t:IATS t
nsa..y..,
I'AHIA GRASS
HULLED DER- MUD -; (:ASS
F ( Lr:;:a', (J;'J •}ULL-ED. EERMU:QA GRASS
A STABLE OUTLET
2500 FT.
southeast of sta.
MPORTANT . - PLEASE READ C : EFUL.LY
A AREA t:rt%U",ID THE HOG HOUSES MUSTBE SEEDED WITH
MFUF�AF{Y : Clr PERT ^:NENT GRASS, DEPENDING ON THE T }.:'IE : UF" THE
Y::,: (Cto) DAYS FROM THE TIME=...1.11 DUILDINGS ARE CI1rI=
O 'tJSE IAIE REC:i;,MMD THAHAT :1 I-IE LAUC'C'N AREA, SIDE'
WELL AS TI IES I5E S- LO1='E a OF THE PAD DE
EE.i 1 (1 r) DAYS AFTER CONSTRUCTION THE SOIL WILL
0:.1F SEEDED WITHIN THIS TIME FRAME WHICH WILL
BETTER STAND OF GRASS.).

`
. .
`.
NAME, Graham Kennedy
.. �-1::'A8E 6
.�` .
[�R'"A OF TOP + AREA OF B�TTJM + 4 X AREA UF MID8ECTION]
vuLurE � ----
VOLUME =
`
VOLUME =
6.0 27
DEPTH;
~~-
Im
6 27
L *; "' W ]
l0.0 [ 298 X 2l8 + 283 X 158 + 4 883
6.0 27
10.0 [ 2984641
---
6.0
2T
�9 7440.0 [�. ��.
27.0
VOLUME 18423°7 CD.YDS.
70150°0
sq.ft,
495551.2 �u,,
ft.
noedpn
c>.

/U o rtr\ G na,.
G raga m c.dy
01 Ke_
,al
•t9
is
m,
I3G
D1ke.
.17 x goo x 4ogo
Pao\ .2,60 1.(1001- 2oo
Exco%hitt,r 3.35 LJ 0 o X a
147,13
l< ennGc i ,/o /atrrl
pcxcs
•
S95
82,080 cof+
a0g,000 Gu
4/Z,700.
o
SI7 -. /6-5-07
Ca OM ;vw
3,39
y,s0
27 $et
3.9'46-
3 OLIO " Yd
7 3
7D Cvyo)
S07
�, 3 Az.#.p

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Oyvlabor:Graham Kennedy
County: Dup!in Date:
Dista;ce to nearest residence (other than owner):
1' ;IFADY STATE LIVE WEIGHT
0
0
.1224
sows
sows
head
sows
head
(farrow to finish)
(farrow to feeder)
(finishing only)
(firrow to wean)
(wean to feeder)
x
x
x
x
x
1417 |bs.
522 |bs.
135 |bs.
433 |bs.
30 |bs.
11/05/91
2000.0 feet
.TOTAL STEADY STATE LIVE WEIGHT (SSLW) =
=
=
=
=
=
0 |bs
0 1 b s
165240 |bs
0 |bs
0 |bs
'
165240 |bs
2' MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
'
Volume = 165240 |bs. SSLW x Treatment Vo|ume(CF)/|b. SSLW
Treatment Vo/ume(CF)/}b. SSLW= 1 CF/|b. GSLW
Volume = 165240 cubic feet
q' 00RAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
^. }UTAL DESIGN VOLUME
� Inside top length 300.0 feet ; Inside top width
` Top of dike at elevation �Z 0 feet
^` .
Freeboard 2.0 feet ; Side slopes 2.5 : 1 (Inside lagoon)
�. Total design laqoon liquid level at elevation 50.0 feet
Bottom of lagoon elevation 40.0 feet
Seasonal high water table elevation .46.0 feet
Totx| design volume using prisnoida| formula,
SS/END!
2.5
SS/END2 SS/SIDE1 SS/SlDE2
.2.5
AREA OF TOP
LENGTH * WIDTH =
290.0 120.0
AREA OF BOTTOM
LENGTH * WIDTH =
240.0 70.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
265.0 95.0
CU. FT. = [AREA TOP +
34800.0
2.5 2.5
LENGTH
290.0
WIDFH
120,0
34800.0 kAREA OF TOP)
16800.0 (AREA OF BOTTOM)
130.0 feet
DEPTH
10.0
100700.0 (AREA OF MIDSECTION * 4)
(4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
100700.0 16800.0 1.7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 253833 CU. FT.

In"
`
5. TEMPORARY STOAA6E REQUIRED
- DRAINAGE AREA:
Lagoon (top f dike)
» e
Length * Width =
300.0 130.0 39000.D square feet
1
8u.i|dinSs (roof and lot water)
Length * Width =
0.0 0.0
0.0 square feet
TOTAL DA 39000.0 square feet
Design temporary storage period to be
180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LD SSLW 0.00136
Volume = 165240 Lbs SSLW * '
Volume = 40353 cubic feet �� »f Waste/Lb./Day *
�p Volume f
uwash Water
.
180 days
y
This isthe amount of fresh Water usec for wash/ng floors or �
or Sreshwater used for a flush system Flush t «» ume
the !a9»»n water are accounted for in ^A, sys ems that recirculate
-
Vo|ume =
Vo1ume =
0.0 gallons/day *
0.0 cubic feet
180 days stora8e/7.48 Sa/|ons
Per CF
C. Yo!ume 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 = 22750.0 cubic feet
i

�
5D. »o(ume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 24375.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 40353 cubic feet
5D. 0 cubic feet
5C. 22750 cubic feet
5D, 24375 cubic fset
TOTAL 87478 cubic feet
6. SUMMARY
Total required volume 252718 cuoic feet
Total design volume avail. 253833 cubic feet
� Min. req. treatment volume pfus siudge OcumWation 165240 cubic fzst
At elev. 47.3 feet : Volume is 167182 cubic feet (end pumping)
Tota| desiEr volume less 25yr-24:r storm is 229*58 cubic feet
At e/sv.
Ssasona|
"REIGNED BY:
DA7E:
49.3 feet ; Volume is 2Z9973 cubic feet (start pumn..'.�`
high water e elevation 46.0 fsMt
APPRO\/ED BY: 9dymTin
DATE: »/ Cuzo�#�zbt
NOTE: CEE ATTACHED WASTE UTILIZATION PLAN

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' • •
:- U. S. Department of Agriculture
• Soil Conservation Service
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
•
Landowner G 0,N, cevw-,.. ye v•r‘e Oki
NC-EN-34
September 1980
File tode: 210
County I) cjp %.•N
Community or Group No. Conservation Plan No.
Estimated Depth :of Water to Top of Dam )a. Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation /0— /•
Evaluation by reach of flOod plain downstream to the point of estimated minor effect
from sudden dam failure. C
•r*,
2 •
• •
3
•
•
• _. : . .: • • • • : Est. Elev. :Est. Elevation
• . • . : Kind of •.iImproliementi: :.Ciff"Breach
-
• .
•
Reach: Length: Wldth: •
Slope: Land Use : - Improvement : Above :Floodwater Above
• . - . • . • • • : flood Plain: .Flood Plain
: • Ft. . : Ft. : • % •
• • •
•
. . Ft.
• Ft.
. •
. : • . . •
• •
. •
. . .
, • :• • . .
• • • • • .
. .
- • :. . . :
• •• : •
. .
. •
• • '
•
• • • .
• t . • • . . :. . •
. :• : - - : .. • • •
: 4... . .
t•
. . . . . : •
. . ..
• • • ▪ ' • _ : .
. : •
• Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach /06114,_
ppra 11500 r",- •F co no eLs
f t1/4 "ry"
• ..
Hazard Classification of Dam
c) (see NEM-Part 520.21)
- •
Dam Classification (I, II, III, V)
By
name)
Concurred By
stickete Sig"
%.;.1 SI& District
trt Consavaionist
al&t.
(name) (title) •
NOTE: 1, Instructions. on reverse side.
2. Attach additional sheets as needed.
Date /i —/
Date Ogct/

United States Soil
Department of Conservation
Agriculture Service
•
P. 0. BOX 277
KENANSVILLE N`5 28349
TELEPHONE [phone]
WASTE MANAGEMENT FACILITY:SITE EVALUATION AND MANAGEMEH
T0:
�iPrnra�!
LOCATION OF SITE
PRODUCER (", r:CA
4ppro%C. I,S v+It lYS caSfo�
4-7,1 r fan
SIZE OF PROPOSED OPERATION )').. LJ
IS SOIL SUITABLE FOR:LAGOON? YES ,AS
t� NO SOIL CI,;ASS.; j!/w�
DISTANCE FROM THE LAGOON SITE TO NEAREST RESIDENCE OTHER THAN'_,,
LANDOWNER OR HIS TENANT b
NUMBER OF HOUSES WITHIN 2000 FEET OF LAGOON SITE.
ACREAGE/CROP REQUIRED TO PUMP EFFLUENT I�
DOES LANDOWNER HAVE
IF NO, DOES .LANDOWNER,' HAVE ACCESS TO MORE ACREAGE? YES
WILL FACILITY INVOLVE:ALTERING'.WETLANDS? YES
IF THE ABOVE QUESTION CONCERNING WETLANDS IS CHECKED "YES".►4THE {':;,
LANDOWNER IS HEREBY ADVISED THAT THIS CONSTRUCTION MAYREQUIRE;'s�
PERMITS FROM THE ARMY CORP OF ENGINEERS: IT''IS THE LANDOWNERS ;
RESPONSIBILITY TO DETERMINE IF PERMITS ARE NECESSARY AND ;•.T i%: r
OBTAIN THE REQUIRED PERMITS. THE ARMY CORP REPRESENTATIVEFOR
DUPLIN COUNTY IS: 4:.r ,•
V%
JEFF RICHTER,
US ARMY CORP OF ENGINEERS
P. 0. ,BOX 1890
4WILMINGTON, NC 28402
" ..TELEPHONE :.[phone]
DOES SITE MEET SCS CRITERIA FOR WASTE 'TREATMENT FACILITLES?; ,..
YES V NO
ADDITIONAL COMMENTS lj' 1 G ilt
L. wnGit�+�M.� 1 •,
SIGNATURE
The SoA Conservation Service
Is an agency of tho
Dnnurtmn�� e/ •...o-... u..._
r

OPERATION AND 'MAINTENANCE PLAN
This lagoon_ Is designedfor W3.sisc t eat;rnerlt with rnir1irnur7 odor
control.The time required for the planned 'F 1 u i t:1 1 eve l tc 3ti e
reached may vary
- a y due for so i l cc�rlj i t i runs, f l u's"h j r+: operations, a
the amount of fresh water added to the system.
Land app i I ca.t i iri-1 or waste water- is recognized as an acceptable
method of disposal. Methods of application include si: l i d set,
center- pivot, guns, and traveling gun irrigation. Ca re should be
:aken when applying waste to prevent 1"urrrtff from the field or damage
to crops.
The following items are to be carried out;
1 A it is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
etart-up. Pre -charging reduces the concentration of the i rc i t i a.l
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times.
a. The attached waste ut i l i :i:•t i on p'= a.ri sha. I I be followed. This
plan recommends sampling and testing of waste (see Attachment D)
before land application.
3. Ee j 1 n pump -out o f the lagoon when f l u i d level reaches eleva-
tion 49.3 as marked by permanent markers. Strop pump -out when
the fluid level reaches elevation 47.:3 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount tc' apply per 1 rr I Sat i [rrr is
orie (1) inch and the recommended maximum application rate is 0.4
inch per hour.
5. Keep vegetation on the embankment irent and , areas adjacent
Jacert to ti'I?
lagoon mowed annually. Vegetation should tte fert i I i zed as needed
to maintain « vigorous stand.
6. Repair any eroded areas ::rr areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
G. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Errvirctrrrnerrt; Health, and Natural Resources, Division of Efrvirori-
e ta.l Management, has the resprurns i b i l i ty for enforcing this law.

•
•
SCS-ENG-538
Rev. S-70
r•.
••
U. S. DEPARTMENT OF AGRICULTURE
• ' ` SOIL INVESTIGATIONTO DETERMINE SUITA6 _ SOIL CONSERVATION SERVICE
FARMER'S NAME ILITY OF PROPOSED POND SITE
DATE _
S. C. S. PHOTO SKEET NO.
DISTRICT -
COUNTy
WORK UNIT,
I •"
• SKETCH OF PROPOSED 'POND SHOWING POND CLASS WORK UNIT CONSERVATIONIST
Locate reference point center WERE MADE
pprox. scale 1��
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Make and list darn -site and spillway boringstNG• en NUMBER AND PROFILE
DEPTHponded area and borrow vlt borings • separate with +reriYus! red line.
SCALE (Continued on bout where necessary! Show water !able eleualions on dam -site borings.
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WATERSHED. AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
• WOODLAND__: %ACRES TOTAL _ ; ACRES
,a
7. 89 10 11
SIGNATURE & TITLE

•
' 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-graivel mix
SP - Poorly graded sands' .
SM - Silty sand
SC -Clayey sands; sand -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
USDA CLASSIFICATION * :' ...... •.
g- gravel • • • • •-• • • . - ..- •
$ - sand • • • - • • • • ' ' : •
vfs - very fine .sand. • 7- : • ' ' • • . "". ... . "'
sl - sandy loam
fsl-'fine sandy kiwi '' ' • ' . - '
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
L Suitable material for embankment is available (D Yee Q No • (Indicate where located on the sketch on
,
reverse side)
REMARKS:
2. Explain hazards requiring special attention in design (Daoersprtnp,.e
d ,
FO 1 k. f WO \(jori ik•cS• . $w1 •S;.i1-y Sc..A L4JOOr.
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t.f w ; 4-1 A S L C. I ety ' i S 414 S I. 64r4 . cl 0 y ell I? fv e,4
GENERAL REMARKS:
24
25
26
27
:
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
46
47
48
49
50
51
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1
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I ;

United States
Department of
Agriculture
Soil
Conservation
Service
OPERATOR: (z r(),\,nm V�vtvt[cky
Please review the attached plan and specifications carefully. Retain
this 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 waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is expected so that final construction meets plans and
specification and the job can be certified for payment (if cost -sharing
is involved).
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:
Estimate of Excavation:
Estimate of,Pad & Dike:
,2,p j Ration
Job Class
Designed By
Design Approval
0 The Sod Conservation Service
•s an agency of the
Oeoartment of Agncutture
S3833cu.ft. = (3y 4 l cu.yds.
.20,c2srGcu.ft. = 9914 cu.yds.
)33 3S3 cu.f t. = y- 9 39 cu.yds.
Date
Name li t
fi(d�/
Date

EMERGENCY ACTION PLAN
PHONF. NI JMRFR S
DWQ 9/0 - 39q- 3goo
EMERGENCY MANAGEMENT SYSTEM 9i 0 - of 96 - A/ b o
SWCD 9/0- 02q6 -a/ao
NRCS 9io-aid - A/a/
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for all
employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
1 December 18, 1996

a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowi;
a. Dig a small sump or ditch away from the embankment to catch all seepage, put
in a submersible pump, and pump back to the lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom
as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Ate potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality) regional office;
Phone - - . After hours, emergency number. 919-733-3942. 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
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number , and
local NRCS office for advice/technical assistance phone number -
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
2 December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: Aoc: ``'-Y Se C •
b. Contractors Address: " (IC.- a)4 % 144 f+AdC Him
c. Contractors Phone: ZA'2.- 5%6 - 2- `F -
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.
a. Name:
b. Phone:
sery �.
tem, te-eMAC. ciy
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
3 December 18, 1996

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation 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
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 sidewalis, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps ---check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need 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.

rt‘
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.
. Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
;full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

rrg
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.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liquid Systems
Flush Gutters
• Accumulation of Solids 171' Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
gI Remove bridging of accumulated solids at discharge
Lagoons and Pits • Crusted Solids
e 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 I "Maintain vegetative control along banks of lagoons
Growth and other impoundments to prevent accumulation of
decaying vegetative matter along waters edge on
impoundment's perimeter.
nr„ Svctpms
Feeders • Feed Spillage O Design, operate and maintain feed systems(e.g.,
bunkers and troughs) to minimize the accumulation
of decaying.wastage.
O Clean up spillage on a routine basis (e.g., 7 - 10 day
interval during summer; 15-30 day interval during
winter) .
Feed Storage • Accumulation of feed residues
AMIC - November 11, 1996, Page 1
O 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
O kpr and remove or break up accumulated
solids in filter strips around feed storage as needed.

Source Cause BMPs to Minimize Insects Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes
and feed wastage
O Eliminate low areas that trap moisture along fences
and other locations where waste accumulates and
disturbance by animals is minimal.
O 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 0 Remove spillage on a routine basis (e.g., 7-10 day
Systems interval during summer; 15-30 day interval during
winter) where manure is loaded for land application
O Pi6Vfinifil adequate drainage around manure
stockpi les.
O Inspect for an 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
AMIC - November 11, 1996, Page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine Production ET Vegetative or wooded buffers;
O Recommended best management practices;
f Good judgement and common sense
Animal body surfaces
• Dirty manure -covered animals 17r-Dry floors
Floor surfaces • Wet manure -covered floors
Manure collection pits • Urine;
• Partial microbial decomposition
'Slotted floors;
'Waterers located over slotted floors;
O Feeders at high end of solid floors;
'Scrape manure buildup from floors;
'Underfloor ventilation for drying
ET Frequent manure removal by flush, pit recharge, or
scrape;
Ir Underfloor ventilation
Ventilation exhaust fans • Volatile gases;
• Dust
0/Fan maintenance;
f2r Efficient air movement
Indoor surfaces • Dust
L 'Washdown between groups of animals;
O Feed additives;
O Feed covers;
O Feed delivery downspout extenders to feeder
covers
Flush tanks
• Agitation of recycled lagoon liquid 0 Flush tank covers;
while tanks are filling 0 Extend fill to near bottom of tanks with
anti -siphon vents
Flush alleys
• Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon liquid 0 Extend recharge lines to near bottom of pits with
while pits are filling anti -siphon vents
Lift stations • Agitation during sump tank filling 0 Sump tank covers
and drawdown
AMOC - November 11, 1996, Page 3

Source
Cause
BMPs to Minimize Odor Site Specific Practices
Outside drain collection or
junction boxes
• Agitation during wastewater
conveyance
O Box covers
End of drainpipes at lagoon • Agitation during wastewater
conveyance
Lagoon surfaces
Irrigation sprinkler nozzles
• Volatile gas emission;
• Biological mixing;
• Agitation
• High pressure agitation;
• Wind drift
Storage tank or basin • Partial microbial decomposition;
surface • Mixing while filling;
• Agitation when emptying
Settling basin surface
Manure, slurry or sludge
spreader outlets
Uncovered manure, slurry
or sludge on field surfaces
•
•
•
•
•
Partial microbial decomposition;
Mixing while filling;
Agitation when emptying
Agitation when spreading;
Volatile gas emissions
• Volatile gas emissions while
drying
Dead animals • Carcass decomposition
AMOC - November 11, 1996, Page 4
O Extend discharge point of pipes underneath
lagoon liquid level
Er Proper lagoon liquid capacity;
• Correct lagoon startup procedures;
Minimum surface area -to -volume ratio;
l3 Minimum agitation when pumping;
O Mechanical aeration;
O Proven biological additives
'irrigate on dry days with little or no wind:
Cr.—Minimum recommended operating pressure:
12K-Pump intake near lagoon liquid surface:
O Pump from second stage lagoon
❑ Bottom or midlevel loading:
❑ Tank covers:
O Basin surface mats of solids:
O Proven biological additives or oxidants
O Extend drainpipe outlets underneath liquid level;
11 Remove settled solids regularly
MV-Soil injection of slurry/sludges;
Izlt"/Wash residual manure from spreader after use;
n Proven biological additives or oxidants
• Soil injection of slurry/sludges;
Pt' Soil incorporation within 48 hrs.;
Ig' Spread in thin uniform lavers for rapid drying:
r1 Proven biological additives or oxidants
rl Proper disposition of carcasses

Source
Cause
BMPs to Minimize Odor
Site Specific Practices
Dead animal disposal pits
Incinerators
Standing water around
facilities
• Carcass decomposition
• Incomplete combustion
• Improper drainage;
• Microbial decomposition of
organic matter
n Complete covering of carcasses in burial pits;
n Proper location/construction of disposal pits
n Secondary stack burners
a'Grade and landscape such that water drains away
from facilities
Mud tracked onto public • Poorly maintained access roads
roads from farm access
Farm access road maintenance
Additional Information:
Swine Manure Management; .0200 Ru1eBMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-88
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program: NPPC Manual
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
AMOC - November 11, 1996, Page 5
Available From:
NCSU, County Extension Center
NCSU - BAE
NCSU -BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - Swine Extension
NC Pork Producers Assoc.
NCSU - Agri Communications
Florida Cooperative Extension