670018_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: 67-0018
2. Facility Name: H and R Farms
3. Landowner's Name (same as on the Wastc Management Plan):
4. Landowner's Mailing Address: 5513 Glenhurst N Dr
City: Raleigh
Telephone Number: 919-772-9237 Ext.
5. Facility's Physical Address: 248 Brock Rd
City: Richlands
6. County where Facility is located: Onslow
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"):
10. Operator Name (OIC): Harvt- Hines Whale Jr.
11. Lessee's Name (if there is not a Lessee, write "None"): /lOiJ'-
12. Indicate animal operation type and number:
Current Permit: Operations Type
Operation Types:
Swine
Wean to Finish
Wean to Feeder
Farrow to Finish
eeder'to In
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
Swine - Feeder to Finish
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
Certificate Of Coverage Number:
Harvey H Whaley
AWS670018
State: NC Zip: 27603-7822
E-mail:
State: NC Zip: 28574
Donald Kin!
910-�r>
iu ty'Bwiuw
it LLC
Phone No.: 919-539-8751
Allowable Count
3,520
Dry Poultr
Non Laying Chickens
Laying Chickens
Pullets
Turkeys
Turkey Pullet
Wet Poultrs
Non Laying Pullet
Layers
OIC #: 20306
Other Types
Horses - Horses
Horses - Other
Sheep - Sheep
Sheep - Other

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear tends
to reduce operating pressure and flow. With continued use, nozzle wear results in an
increase in the nozzle opening which will increase the discharge rate white decreasing the
wetted diameter.
You should be aware that operating the system differently than assumed in the design will
alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging
of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines
will reduce operating pressure. Operating below design pressure greatly reduces the
coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout the
application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On a
windless day, variation between containers of more than 30 percent is cause for concern.
You should contact your irrigation dealer or technical specialist for assistance.
`Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1

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
iY9y
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
1
Estimated
Surface Area
(Square Feet)
.tit; t76.
wwv
Design Freeboard
"Redline"
(Inches)
Weir
1I
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), slimed bvthe 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
l
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: 2019PermitRenewal®nedenr.gov

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Harvey H Whaley
H and R Farms
5513 Glenhurst N Dr
Raleigh, NC 27603-7822
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
MAR 202019
Regiortawa r Quality
Perations
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://deet.nc.l*ov/about/divisions/water-resources/water-quality-regional-operations/afa 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 our continued covers a under the State Non-Dischar a General Permits. you must submit an a lication for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring. State Non -Discharge General Permit." The application form must be completed signed and returned by April 3, 2019.
Please note that you must include one (l) copy of the Certified Animal Waste Manaeement Plan (CAWMP) with the
completed and sinned application form. A list of items included in the CAWMP can be found on pane 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 S25,000 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.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office, Water Quality Regional Operations Section
Onslow County Soil and Water Conservation District
AFOG Section Central Files - AWS670018
Murnhv-Brown LLC
North Cerotne Department of Envkonments& Qua'tY i Dsyson of Meter Resources
512 N. Setsbury St_ 1 1636 Mali Service Center I Reie4h, North Carolina 27653-1636
319.707.3000

1 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, signature should be by a principal executive officer of the corporation):
Name: Title:
Signature: Date: //5/2Wf
Name: Title:
Date:
Signature: _
Name:
Signature:
Title:
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
MAR 2 0 m19
later Quality
•itvir Inal Operations $
Telephone number: [phone]
E-mail: 2019PermitRenewal®ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

Murphy -Brown, LLC 612012005 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Harvey Whaley
Farm Name: H & R Farm, Fac. # 67-18
County: Onslow
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 3520
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient Waste should be analyzed
before each application cycle. Annual sod tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner.
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

This plan is based on the waste application method shown above. if you choose to change
methods in the future, you need to revise this plan. Nutrient Levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for thistypeof facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be fle dble so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, fts, tons, eta.):
Capacity Type Waste Produced per Animal Total
3520
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
3212 gaVyr
4015 gaVyr
10585 galyr
223 gaVyr
986 gal/yr
gallyr
galyr
gaVyr
gal/yr
3,470, 720 gettyr
Total 3,470,720 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR pbs):
Capacity T ►fie Nltrogon Produced r Animal Total
3520
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish
5.4 ibslyr
6.5 lbslyr
26 Ibs/yr
0.48 lbs/yr
2.3 lbsiyr
_
Ibs/yr
Ibs/yr
Ibs/yr
lbs/yr
8,098 Ibstyr
Total 8,096 ibslyr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utiizadon rate for this fatality
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 38.23
Total N Required 1st Year: 10883.86
Total N Required 2nd Year: 0
Average Annual Nitrogen Requirement of Crops: 10,883.86
Total Nitrogen Produced by Farm: 8,096.00
Nitrogen Balance for Crops: (Z787.86)
The following table describes the sons of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
thy.
2of11

Reception Area Specifications
Tract
(
H and k Ferm
8/20/2005
Field Irrigated So0 1st Crop Time to 1st Crop 1taCrop Lbe N/Ac Lbe N Total Ibe N 2nd Crop
Acre Type Code Apply Yield Its IllUnit Residual lAc Utilized Code Apply Yield ibs NIUnk Residual McUtilized Lbs IRAs _ Utilized
Time to 2nd Crop 2nd Crop Lbe WAG Lb* N Total Ibs N Total Told Ibe
1289 3 23.08 No8
1289 2 12.84 On
B Mar -Oct - 4.8
B Mar -Oct 4.9
1289 1 _ 2.31 On
8 , Mar -Oct 4.9
50
50
80
228.75
243.75
243.75
5279.55 K
3129.766 K
Sept Apr
$apt -Apr
583.083 K $apt -Apr
1
1
50
60
1 50
60 T 1164 278.75 6433.65
50 842 293.75 3771.75
50 115.5 283.76 678.562.5
y
J
1
r
1
r
r
Totals: 39.23 8972.303 1911.3 10983.89
3(a) of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, intetseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will deflnately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage Just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
A
B
C
D
E
F
G
J
K
L
M
N
0
P
Crop
Barley
Hybrid Bermudagrass - Grazed
Hybrid Bermudagrass - Hay
Com - Grain
Com - Silage
Cotton
Fescue - Grazed
Fescue - Hay
Oats
Rye
Small Grain - Grazed
Small Grain - Hay
Grain Sorghum
Wheat
Soybean
Pine Trees
Lbs N utilized / unit yield
1.6 ibs N / bushel
50 Ibs N / ton
50 Ibs N / ton
1.25 Ibs N / bushel
12lbsN/ton
0.12lbs N/ibslint
50lbs N/ton
50 lbs N / ton
1.3 Ibs N / bushel
2.4 Ibs N / bushel
50lbsN/acre
50ibsN/acre
2.51bs N / cwt
2:4 lbs N / bushel
4.0 Ibs N / bushel
40 Ibs N / acre / yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of 11

SLUDGE APPLICATION:
r/Fonvcr)FQmWR
MAR 2 0 2019
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge Water Quality
Regional Operations Section
Farm Specifications
PANIyr/animal Farm Total/yr
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
3520 Feeder to Finish 0.36
1267.2
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 1267.2 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 6336 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 21 acreas of land. If you apply the sludge
to com at a rate of 125 pounds per acre, you will need 50.688 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop inmr * inches
1289 3 NoB B 0.5 1
1289 2 On B 0.5 1
1289 1 On B 0.5 1
6 of 11

Additional Comments:
This plan revised to match the recalculated acres for pulls 1-18 due to new
mapping of this facility. Also, the crops were changed from hay to 9razin9.
Pulls 17-23 are new. Pulls 22-23 may be made via aluminum pipe.
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: H & R Farm, Fac. # 87--18
Owner Harvey Whaley
Manager.
Owner/Manager Agreement:
1/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. !Ave know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
Uwe understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner Harvey Whaley
Signature:
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist: M. Kevin Weston
Signature:
Affiliation: Murphy -Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 868
Warsaw, NC 28398
Telephone: [phone]
Altf
8 of 11
Date
10/2 0
Date

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has
an agreement for use of adequate land on which to properly apply the waste. If the
producer does not own adequate land to properly dispose of the waste, he/she shall
provide evidence of an agreement with a landowner, who is within a reasonable
proximity, allowing himlher the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an update of the
Nutrient Utilization Plan when there is a change in the operation, increase in the number
of animals, method of application, recieving crop type, or available land.
3 Animal waste shalt be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of
applications for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but Tess than 10
tons per acre per year provided grass filter strips are installed where runoff leaves the
field (See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation
tilled crops or grassland, the waste may be broadcast provided the application does not
occur during a season prone to flooding (See 'Weather and Climate in North Carolina"
for guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause
drift from the site during application. No ponding should occur in order to control odor
and flies.
8 Animal waste shalt not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9 of 11

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

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species. etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which win eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should
be kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for
direct human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shalt be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shalt be tested within 430 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining nutrient, unless other restrictions require waste to be applied based on other
nutrients, resulting in a lower application rate than a nitrogen based rate. Zinc and copper
levels in the soil shall be monitored and alternative crop sites shall be used when these
metals approach excessive Levels. pH shall be adjusted and maintained for optimum
crop production. Soil and waste analysis records shall be kept for a minimum of five
years. Poultry dry waste application records shall be maintained for a minimum of three
years. Waste application records for ail other waste shall be maintained for a minimum
of five years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

Weston, Kevin
From:
Sent
To:
[e-mail] on behalf of Shepherd, Michael D
<[e-mail]>
Tuesday, October 02, 2018 10:S5 AM
[e-mail]; [e-mail];
NCAGR.ncswcdistricts
Cc: Stewart, Alexander, NC Interagency Nutrient Management
Subject: [SWC.TechnicalSpecialists[ FW: Application Window Expansion
Attachments: ATT00001.txt
All,
Due to the recent events of Hurricane Florence and continued warm weather, NCDA&CS Regional Agronomist are supportive of
extending the application window for Bermuda up to October 20'", 2018. If a producer decides to land apply to Bermuda during
this extension, a cop, of this email should be maintained in their records:
Michael Shepherd
Environmental Senior Specialist
Division of Soil and Water Conservation
NC Department of Agriculture & Consumer Services
336-940-8901
www.ncag gov/swc
From: Stewart, Alexander
Sent: Tuesday, October 2, 2018 10:18 AM
To: Shepherd, Michael D [e-mail]>
Cc: Lawson, Christine [e-mail]>; Reardon, Joe W <[e-mail]>; Hudak, Colleen
<[e-mail]>; Meckes, Doug <[e-mail]>; Dr. Rich Bonanno <[e-mail]>; Cox,
Vernon N <[e-mail]>
Subject: Application Window Expansion
Michael,
Considering recent information provided below by our Regional Agronomists, we are supportive of extending the
spraying/application window up to October 20th 2018.
This type of an extension is not unprecedented. In 2015 and 2016 extensions such as these were granted after extended periods
of wet weather and Hurricane Matthew.
Bermuda is by far the best crop to apply nutrients to now. It is still actively growing, utilizing nutrients, and can still be harvested
thus removing the nutrients applied. It is my opinion that a statewide pumping window extension should be granted until
October 20, 2018 for bermuda. Bermuda will continue to actively grow and utilize nutrients if the soil temperature stays above
65 degrees Fahrenheit. As mean ambient temperature dips below 60 degrees Fahrenheit growth will start to slow after several
days. Dormancy will set in once mean ambient temperature reaches 50 degrees Fahrenheit for an extended period. If we look
at the long-range forecast for Raleigh, mean ambient temperature only falls below 60 degrees Fahrenheit for one night prior to
October 20th. Therefore, soil temperature should also remain adequate for growth and development of bermuda providing for
nutrient uptake over the next 20 days. Stopping on the 20th will allow for timely harvest and adequate regrowth before heading
into the winter months.
A copy of this email should be maintained in the files of all operations choosing to extend the spraying/application window.
Please let me know if you have any questions.

Regards,
Sandy
Alexander NI. "Sandy' Stewart
Assistant Commissioner
North Carolina Department of Agriculture and Consumer Services
1001 Mail Service Center
Raleigh, NC 27699
919-414-4863 (m); 919-707-3015 (a)
Email correspondence to and from this address is subject to North Carolina Records Lases and may be disclosed to third parties.
Technical Specialist
J b .eZ - J*p
Date
ie1/4 fir '
Date

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s): Harvey Whaley
Farm Name: H&R Farms 67-18
Count : Onslow
Farm Ca ' . cif :
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 3520
Wean to Finish
Gilts
Boars
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
This amendment allows the producer to apply 100 Ibslacre PAN on Small Grain. **Producer is
limited to 25 Ilbs/ac PAN during the two month period of Dec and Jan *` Small Grain must be
adequately grazed or mechanically harvested by April 15th. PAN must be reduced 25% if grazed.
J2-2P ,'F
Date
Techn' al pe t Date

Sheer,
Landowner/Operator Name:
Address:
Telephone:
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number • (acres)
T1289-F3
T1289-F2_
T1289-F1.
23,08
12.84
2.31
Soll Type
NoB
On
On
IRRIGATION SYSTEM DESIGN PARAMETERS
Harvey Whaley - H & R Farm Add't. (Fac. # 67-18)
5513 Gienhurst N Drive
Raleigh, NC 27803
[phone]
Slope % 'C p(s)
Bermuda./ Small Grain Grazed
• 0-5
0-5
0-5
Bermuda / Small Grain Grazed
Bermuda / Small Grain Grazed
Maximum
Application
Rate
(In/hr)
0.5
0.5
0.5
County: Onslow
Date: 6/20/2005
Maximum
Application
per Irrigation
Cycle
(inches
1
1
1
Comments
Pulls 1-15
Pulls 16-21_.
Pulls 22-23
38.23
1-

1
Sheets
TABLE 2 - Travelling irrigation Gun Settings
Make, Model and Type of Equipment: Cadman 2625 2.625"x900' hose w/Nelson.100
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min) (in/hr) _ Width(ft.) Length(ft) (feet) {Inches) at Gun(psi) at reel(psi) Pattern Comments - Acres per pull"-, /`°
1
4.05.
0.5
217.5
280
254
0.77
70
105
' 180
T 1.97 2.�S324
2
4.05
0.5
_
217.5
605
250
0.77
70
105
180
3.54 157, 4.;
3
4.05
0.5
185
298
253
0.77
70
105
180
1.75 Aif,
4
4.05
0.5
185
502
250
0.77
70
105
180
,,y
2.61 t'
5
4.05
0.5
185
401
250
0.77
70
105
180
._. 2.18 of 75
8
4.05
0.5
185
388
250
0.77
70
105
180
2.0390)5;'
7
4.05
0.5
185 •
312
250
0.77
70
105
180
1.81 2,lc,
8
4.05
0.5
185
240
250
0.77
70
105
180
1.50 r)ly,75.,
9
4.05
0.5
185
188
250
0.77
70
105
180
1.28 41,N, ,Z4-
10
4.05
0.5
185
138
250
0.77
70
105
180
1.07 Q., r is
11
4.05
0,5
185
117
250
0.77
70
105
180
0.98 15-
.12
4.05
0.5
185
_
62
250
0.77
70
105
180
0.74 9,4, /mil
13
4.05
0.5
185
12
250
0.77
70
105
180
0.53 ' 4r%
14
4.05
0.5
185
6
250
0.77
70
105
180
0.51 22.i. Aen
15
4.05
0.5
217.5
12
250
0.77
70
'105
180
0.58 15
16
, 4.05
0.5
207.5
712
250
0.77
70
105
180
3.91 �/y,
17
4.05
0.5
110.5 _
650
_
250
0.77
70
105
180
1.99 x,,,ex
18
4.05
0.5
180
358
250
0.77
70
105
180
1.82 ,;�ve.�
19
4.05
0,5
165
346
250
0.77
70
105
180
1.65 ,/,
20
4.05
0.5
105
385
250
0.77
70
105
. 180
jp
1.80 ;,��j. r'
21
4.05
0.5
180
321
250
0.77
70
105
180
,
1.67
22
_
4.05
0.5
180 .
209
250
0.77
70
105
180
1.20 "k
23
a as
0.5
180
187
250
0.77
70
.105
180
1.11 y
TOTAL
38.23

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 100
Nozzle Size: 0.77 inches
Sprinkler Pressure: 70 psi
Flowrate(GPM): 104 gpm
Wetted Diameter. 250 feet
Lane Spacings
Desired Spacing (%):
Design Spacing(feet):
Actual Spacing (feet):
Actual Spacing (%):
Application Rate
Application Rate =(96.3xFiowrate)/(3.1415x(.9xradius)squared)
Design App. Rate = 0.25 in/hr
300 degree arc =
220 degree arc =
180 degree arc =
Traveller Speed
70 %
175 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
165 feet
66 %
0.30 in/hr 330 degree arc = 027 in/hr
0.41 in/hr
0.50 in/hr
Travel speed =.1.606 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
300 degree arc
220 degree arc
180 degree arc
Mainline Velocity
0.5 inches
2.43 ft/min
3.24 ft/min
4.05 ft/min
360 degree arc =
330 degree arc =
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
*"For buried pipelines, velocity should be below 5 feet per second
Pipe size: 4 inches
Velocity= 2.65 ft/sec.
Page 1
2.02 ft/min
2.65 ft/min

Sheet?
MullailltibinktEdaiWAIS
Most distant hydrant: 21
Total distance: 2600 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.62 feet/100 feet
Max. Mainline Loss =
16.1 feet or 7.0 psi
Total Dynamic Head
Sprinkler Pressure:
Loss through traveller:
Elevation head:
Mainline loss:
Suction head and lift:
5% fitting loss:
TOTAL(TDH)
Horsepower Reau're
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Berkeley51 JOBM
Pump Efficiency:
0 %
Horsepower Required: 15.1 Hp
Thrust Blocking
Thrust Block Area = Thrust / Soil Bearing Strength
Thrust: 3630 feet
Soil Bearing Strength: 1200 feet
End Cap: 3.0 ft2
90 degree elbow: 4.3 ft2
Tee: 2.1 ft2
45 degree elbow: 2.3 ft2
pies Pressure Rating Check
Pressure Rating of Pipe to be Used:
Max. Pressure on system when running:
70% of Pressure Rating:
MAR 0 2019
70 psi
35 psi
4.3 psi
7.0 psi
2.3 psi
5.9 psi
124.5 psi or 287.6 feet
200 psi
124.5 psi
140'psi
lug
pans SE
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Page 2

Net Positive Suction Head Check
NPSHA: 17'
NPSHR: 8' *from pump curve
If NPSHA>NPSHR OK
Sheet7
Page 3

Sheet8 (2)
Harvey Whaley - H 8 R Farm
1111
Acreage Calculations
lia
Width
in
Length
LR.l
290
605
Acres
(midsection
Total Acres
(rnidsectionl
Start End
talc.)
Stop End
Total
lac.)
0.000
0.000
1
2
217.5
217.5
1.448
3.021
3.021
0.518
0.518
1.97
3.54
3
185
298
1.266
0.478
0.000
1.75
4
5
185
185
502
401
2.132
1.703
2.132
0.476
0.476
0.000
0.000
2.61
2.18
1.703
6
185
366
1.554
1.554
0.478
0.000
2.03
7
185
312
1.325
1.325
0.476
0.000
1.81
8
185
240
1.019
1.019
0.476
0.000
1.50
9
185
0.798
0.798
0.476
0.000
1.28
10
185
138
0.586
0.478
0.000
1.07
11
185
117
0.497
0.476
0.000
0.98
12
185
62
s
0.263
0.476
0.000
_
0.74
185
12.
0.051
0.478
0.000
0.53
14
185
6
'
0.025
0.476
0.000
0.51
15
217.5
12
' ; $
0.060
0.518
0.000
0.58
16
207.5
712
3.392
3.392
0.518
0.000
3.91
17
110.5
650
1.649
1.649
0.340
0:000
.1.99
18
180
358
1.479
1.479
0.340
0.000
1.82
19
165
346
1.311
1.311
0.340
0.000
1.65
20
165
385
1.458
1.458
0.340
0.000
1.80
21
180
321
1.326
1.328
0.340
0.000
1.67
22
180
209
0.884
0.884
0.340
0.000
1.20
180
187
0.773
0.773
0.340
0.000
1.11
0.000
0.000
0.000
0.000
0.00
Total Acres
38.23
Page 1

,,,--.'--,- . is..::41-1-4.7N!.::-. `a,,..,".-'..:' • - - .
:'I 100 SERIES -BIG GUNS -..--24"1 TRAJECTORY!'P . ,
- \--4 ....;":. --: • • -- - - ( ..,
_ 100 T TAPER BORE NOZZLES - U.S. UNITS - ; , : . ......
... , ,„„•;. • _rl.
PSI I GPM GIA. i GPM OIA. GPM 0IA.
Nozzle i mozzte Nozde
e-
'..55• A''
7 191' 87
50 5 Z15' -IS
60 55 70 60
205' 1 64
80 54-
225' 75
./.. ....f.A.:
.!...".. till.
25.5' 87
90 68 235' 79
245- 83
100 72120 76
.ilt:4:47..t........___':•Alinaneb&Cciebtyrilll P100 & 9R100-
- •AAA.^ 265' 92
•••••••414.:56-4...1,1414.41r571.0:-...... 3'' .. • ' .'".".!:':-'
''',"--- -, "!•• • : -,•••:-.- , ..4„. .i-
,iiI.1.1..ttp: ._
.:... i-S•t'100 R RINGNOZZLES -U.S: UNITS-- .f-4•;"•
.i.....a.:
.?,s3....:t•-
• .......-.5-
. ......:...-
• ::.---1
. ..,
.:etefi
7.'"•-•;.-
ik •
it)
-41.amister of Othaw is approximate* 3% ,1
I for •
,?..4...11+,40*yIrsieck!ry.anak EP% leis. fris UP
.. . .n..ike'o'V'T-'- ' . - --. • -.-. - --0:,
r?,E.t.,:i.,:;,1:;:,_ ',' • ' . .
50 SERIES BIG GUNS .--;:: 24'' .TIVAJECTORY7.-7-4.--1'
:,--.,.;•:A50 T *AFTER BORE NOZZLES - U.S.- UNITS' 4:.: .- . :;-:.7:1-.'-•.::-:- ''' ,
. _ ..-
• ....
50
60
'70
80
.90
110
14. erd, • 120
150 R RING NOZZLES.. U.S. UNITS
245'
250'
270'
230'
250'
300'
310'
315'
• "The diameter of throw is aftaanavimatelY 3% tees for 6he21114/MY anr31'-!
• -"!
200 SERIES BIG GUNS :27° TRA4EPT0i:Frt • .
200 T TAPER BORE NOZZLES - U.S. UNITS •
P.S.I. GPM 014. GPM DiA.
Nozz:e
I.C5'
Nome
250
270
290
310
325
340
355
370
80
70
60
90
100
110
120
130
345'
350'
375'
39C-
400'
410'
420'
425-
285
310
330
350
370
390
405
425
355'
380' -
395'
420'
420'
430'
440'
445'
•• - •
200- R RING NO771 PS - U.S. UNITS
P. Si I
Ring
f1.29- adwaS
GPM OM..
50 230
250
270
290
3t0
325
340
355
370
323'
340'
355' I
37C.
390'
40,3"
380' I
ate.
4/ 5.
NOW, I PrOtzle
GPM2 MA GPM 014,
330
355
380
405
425
445
485
485
375'
395'
410'
Oar
440'
'50
410'
4 6 5'
365
<IS
445
475
500
525
545
585
390'
410'
430'
445'
480'
4fIG'
485'
••••,7:
No=le
1.44 ,
GPM
445
480
975
545
575
605
630
655
410'
430'
4so•
• 465'
480'
495'
505'
515'
Nmtte
GPM GU.
515
555
590
823.
660
635
725
755
430'
450'
470'
zar
500,
515'
530'
540'
•
•
;re, .•
•
• .'•,.Y'4•11'
..t ;:'!'41‘.•
.:"-•!!*
B00101020529
Nozzle
1.6
GPM MA.
Nome
UT'
GPM G1A.
505
630
675
775
755
790
825
880
445'
465'
485'
505'
52ef
535'
550'
560'
• 895
735
805
855
300
045
985
47t7 I
495'
515'
535'
565557
S80.
590'
Nozzle
1.9
GPM OIA.
825
890
953
1060425
t110
1160
1210
495'
515'
535'
555'
575' .
590'
820'
actual)
1 -2- Ring
ry.66" actual)
1 iv Ring 1'-... Ring 1 %. 2' Ring
GPM Oia. GPM OIA. ft 74.- moan mar a=a9 (1.93. actual)
300 355' 350 370. G?M OIA. GPM CIA. GPM DIA. 330 370' 38.5 300. 4a0 ./.70 405' 535 4217 840 435'
MO 390'
355 • 385' 4i5 405. 480 425'
4I0' 515 425. 585 4.20' 895 455'
"...-00
380 400. 4•5 420. 515 555 440' 830 455' 755 478'
r • 90
.405 415' 475 43s. 545 SSO 4S5' 875 470' 805 490'
100
425 425. 500 445. 575 455' 825 470' 713 Ur &SS 505'
4,40.
110
445 435. 525 - 405. 660 480' 755 507' 900 520'
120
485 445' 515 Ler 630 695 490' 700 5117 945 535'
465*
605 . 475'
130
4135 . 4.5a• 555 470. 655 725 500' go 5277 . 985 .545'
443.5"
.--• : 1. Ze ::-u o aboroxirnately 2% lass ter the 24* trajectory angie. 5% lean (or the 214 trajectory angle. 755 505' • 880 525' • - 1025 550'
.
- .. 4 7..1.- :a flI:.:, :_`...r!,,,anc. cam has been obtained under ideal MR conditions and may be adversely affected by wind. Poor hydraulic entrance oandillons or other factor&
Nelson irrigation C.orooration onnkeS no rernesentation regarding droplet condition. uniformity. or applicalion rata •
1 Ring
(1.48" must)
GPM 01A.
4151.

41 FL X 4" MCL 80 PVC ALUM
� CERAMIC BUTTERFLY
ADPT
SCERFL Y VALVE.
FLANGE
41. 00' CLASS PVC PIPE
.SChf 80 4X4X4 PVC
TEE (SXSXS)
4-30-97 G. MANNING LNG
TNT ,PVC RISER
�h g�
800101020336

H & R Farm
Harvey Whaley
--'Facility II 67-18
Irrigation Add't.
Scale: 1'=400'
(Pulls 22-23 made
via aluminum pipe)
Pull Acres
1 1.97 TB
2 3.54 AV
3 1.75
4 2.61
5 2.18
6 2.03
7 1.81
8 1.50
9 1.28
10 1.07
11 0.98 Tie into existing
12 0.74 main line here
13 0.53 Power Lines
14 0.51
15 0.58
16 3.91
17 1.99
18 1.82
19 1.65
20 1.80
21 1.67
22 1.20
23 1.11
Total 38.23
TB — Thrust Block
AV — Air Vent
— New Hydrant
— New add't to main
4' Class 200 PVC
(Approx. 655')
—CAUTION—
Before starting excavation
Check for underground utilities

Operator:HARVEY WHALEY County: ONSLOW
Distance to nearest rpsidence (Other than owner):
;iv a sormi cues?' C/V,,e'/:ai
1. STEADY STATE LIVE WEIGHT
O sows (farrow to finish),
O sows (farrow to feeder)
3520 head (finishing only)
0 sows (farrow to wean)
O head (wean to feeder)
x 1417 lbs.
x 522 lbs.
x 135 lbs.
x 433 lbs.
30 lbs.
Date: 11/12/93
/300,0 -ram
2000.0 feet bi r
TOTAL STEADY STATE LIVE WEIGHT (SSLW) _
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
0 lbs
= 0 lbs
= 475200 lbs
0 lb6
• 0 lbs
475200 lbs
Volume = 475200 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treat:ent Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 478200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet _ Oftwea-
4. TOTALDESIGN VOLUME
r^F + }*r. Nn S �e,e�� r ��Cra e
SLuct7t 4f 1 at removed' qr NEFdPt .
Inside top length 300.0feet ;.. Inside top width 310.0 feet
Top of dike at elevation . 60.5 feet
Freeboard 1.0 feet ; Side slopes ;3.0 : 1.(Inside lagoon)
Total design lagoon liquid level at elevation '59.5 feet'
Bottom of lagoon elevation 49.5 feet •
Seasonal high water table elevation . 51.0 feet
Total design volume using.prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 294.0 304.0 10.00
AREA OF TOP
LENGTH * WIDTH =
294.0 304.0
AREA OF BOTTOM
LENGTH * WIDTH =
234.0 244.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
264.0 274.0
CU. FT. _ XAREA-TOP +
89376.0
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL =
89376 (AREA OF TOP)
57096 (AREA OF BOTTOM) '
289344 (AREA OF MIDSECTION •* 4)
(4*AREA MIDSECTION) + AREA BOTTOMO * DEPTH/6
289344.0 57096.0 1.7
726360 CU. FT.

5.' TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
300.0 310.0 93000.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 93000.0 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 = 475200 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 116129 cubic -feet
5B. Volume of wash water -
•
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume =
Volume- =
0.0 gallons/day *
0.0 cubic feet
180 days storage/7.4$ gallons
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 = 54250.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 8.0 inches / 12 inches per foot * DA
Volume = 62000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 116329 cubic feet
5B. 0 cubic feet I/
5C.. 54250 cubic feet-
5D. 62000 cubic feet
TOTAL 232579 cubic feet
6. SUMMARY
- gSo
Total required volume 707779 cubic feet
Total design volume avail. 726360 cubic feet
Min..req. treatment volume plus sludge accumulation 475200 cubic fe
At elev. 56.6 feet.; Volume is
Total design volume less 25yr-24hr
At elev. 58.7 feet ; Volume is
Seasonal high water table elevation
s
7. DESIGNED BY
DATE: 't ... (ZA
481964 cubic feet (end pumping)
storm is 664360-cubic feet
656001 cubic feet (start pumping)
. 51.0 feet
APPROVED BY: ��ya I :f
DATE: �r
it 2?f3 T14' /1
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

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

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 or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of 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 Teaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
3

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

• Practice water conservation — minimize budding water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and water
conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce the
amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer 1 early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon 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:
5

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

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach of
the dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure — an example is the placement of a pipe in the dam
without proper design and construction. (Consult an expert in lagoon design before
placing any pipes in dams.)
• Lagoon liquid levels — high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture 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.
7

EMERGENCY ACTION PLAN
PHONE NUMBERS
MAR 2 0 2019
Water Quality
Regional Operations Secitca
DIVISION OF WATER QUALITY (DWQ) f - 7- i156?
EMERGENCY MANAGEMENT SERVICES (EMS) 96119
SOIL AND WATER CONSERVATION DISTRICT (SWCD) - - 3"
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) - r <W
COOPERATIVE EXTENSION SERVICE (CES) _ /- a - 2r%j
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location
for all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks -
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
8

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number. [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown. LLC
b. Contractors Address: P.O. Box 856, Warsaw, NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: [phone] - 5330
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.
9

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (1) 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
(1) 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 Decaying vegetation (1)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage (Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
prolean 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 () Reduce moisture accumulation within and around
residues 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).
for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas 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
(Le. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11,1996
10

D
Systems
Manure Handling Accumulations of animal ( ) Remove spillage on a routine basis (e.g. 7-10 day
wastes interval during summer, 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles
( ) Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked () pertain to this operation. The landowner / integrator agrees to use
sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
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
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause
BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production
(1)Vegetative or wooded buffers:
(1)Recommended best management
practices;
(1)Good judgment and common sense
Animal body Dirty manure (46ry floors
surfaces covered animals
Floor surfaces Wet manure -covered
floors
Manure collection
pits
Urine
Partial microbial
decomposition
Ventilation
exhaust fans
(v)Slotted floors;
(i)Waterers located over slotted floors;
(1)Feeders at high end of solid floors;
(1)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
(1)Frequent manure removal by flush, pit
recharge or scrape
( )Underfloor ventilation
Volatile gases (1)Fan maintenance;
Dust (1)Efficient air movement
Indoor surfaces
Dust (✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks
Agitation of recycled
lagoon liquid while tanks
are filling
Flush alleys
Pit recharge
points
Lift stations
( )Flush tank covers
( )Extend fill lines to near bottom of tanks
with anti -siphon vents
Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Outside drain
collection or
junction boxes
Agitation of recycled ( )Extend recharge lines to near bottom of
lagoon liquid while pits pits with anti -siphon vents
are filling
Agitation during sump ( )Sump tank covers
tank filling and drawdown
Agitation during waste ( )Box Covers
water conveyance
End of drain
pipes at lagoon
Lagoon surfaces
Agitation during waste
water
Volatile gas emissions
Biological mixing
Agitation
( )Extend discharge point of pipes
underneath lagoon liquid level
Irrigation sprinkler High pressure agitation
nozzles Wind draft
AMOC — November 11, 1996
(l)Proper lagoon liquid capacity
(V)Correct lagoon startup procedures
( )Minimum surface area -to -volume ratio
(1)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
(i)Irrigate on dry days with little or no wind
(1)Minimum recommended operation pressure
(1)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
12

Storage tank or Partial microbial
basin surface decomposition Mixing while (
Ring Agitation when emptying(
Settling basin
surface
Partial microbial decom-
position Mixing while filling
Agitation when emptying
}Bottom or midlevel loading
)Tank covers
)Basin surface mats of solids
)Proven biological additives or oxidants
( )Extend drainpipe outlets underneath liquid
level
( )Remove settled solids regularly
Manure, sluny or Agitation when spreading
sludge spreader Volatile gas emissions
outlets
( )Soil injection of slurry/sludges
( )Wash residual manure from spreader after use
( )Proven biological additives or oxidants
Dead animals Carcass decomposition
( )Proper disposition of carcasses
Dead animal
disposal pits
Carcass decomposition
Incinerators Incomplete combustion
( )Complete covering of carcasses in burial pits
( )Proper location / construction of disposal pits
( )Secondary stack bumers
Standing water
around facilities
improper drainage
Microbial decomposition of
organic matter
(✓)Farm access road maintenance
away from facilities
Manure tracked Poorly maintained access (1)Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge —Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Underfoor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers
Assoc
Options for Managing Odor, a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concems in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation_ The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
1 certify the aforementioned odor control Best Management Practices have been reviewed
with me.
13

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
CI El 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.
El 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
ElC:1 Complete incineration according to 02 NCAC 52C .0102.
El
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.
a a 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).
CIAny method which, in the professional opinion of the State Veterinarian, would make possible
El 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 toadditional 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 temporary procedures or measures for disposal according to G.S. 106-399.4.
1 iti.
nature of Far 0 er/Manager Date
/L7ry
Signature of Technical Specialist Date