310150_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 Retrainee.
1. Farm Number: 31-0150 Certificate Of Coverage Number: AWS310150
2. Facility Name: Doug Bond Farm
3. Landowner's Name(same as on the Waste Management Plan): Doug Bond
4. Landowner's Mailing Address: 805 NC Hwy 50
City: Wallace State: NC Zip: 28466
Telephone Number: 9tB237-7474-Ex[c" E-mail: wnthenmaol.com
Fko v, a LID-aVI--15a'1
5. Facility's Physical Address: 805 NC Hwv 50
City: Wallace State: NC Zip: 28466
6. County where Facility is located: Daolin
7. Farm Manager's Name(if different from Landowner):
g. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
qID-540-61 SS'
10. Operator Name(OIC): Winne G.Bond Phone No.: 9AA-239-7474 OIC 4: 18733
11. Lessee's Name(if there is not a Lessee,write"Noire"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 11,016
Operation Types,
Swine Cattle Dry Poultry Other Types
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.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
I
Iqs i c�a ISo(, qalo oo av•�k
2 1717 C\C- 141�`l�I )4b0
3 \G -151 ty -1 .LA
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
It. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
S. 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 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: ,, 2 n� Title: c� y-\,✓r
Signature: Date: _ (0
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

Murphy-Brown, LLC 5/3/2005 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Doug Bond
Farm Name: Doug Bond Farm
County: Duplin
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 11016
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 soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
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 8

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made,which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons,ft',tons,etc.):
Capacity Type Waste Produced perAnimal Total
Farrow to Wean 3212 gal/yr gal/yr
Farrow to Feeder 4015 gal/yr gal/yr
Farrow to Finish 10585 gal/yr gal/yr
Wean to Feeder 223 gal/yr gal/yr
11016 Feeder to Finish 986gal/yr 10,861,776 gal/yr
Total 10,861,776 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean 5.4 Ibs/yr Ibs/yr
Farrow to Feeder 6.5 Ibs/yr Ibs/yr
Farrow to Finish 26 Ibs/yr Ibs/yr
Wean to Feeder 0.48 Ibs/yr Ibs/yr
11016 Feeder to Finish 2.3lbs/yr 25,337 Ibs/yr
Total 25,337 Ibs/yr
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 utilization rate for this facility
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: 126.37
Total N Required 1st Year: 32508.74
Total N Required 2nd Year: 20779.61
Average Annual Nitrogen Requirement of Crops: 26,644.18
Total Nitrogen Produced by Farm: 25,336.80
Nitrogen Balance for Crops: (1,307.38)
The following table describes the specifications 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
facility.
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t
Reception Area Specifications Year 1 of a two year rotation
Tract Field Irrigated Soil tst Crop Timeto 1st Crop 1st Crop Lbs N/Ac Lb9 N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N TotallbsNI Total Total Ibs N
Acreage Type Code Apply Yield lb.N/Unit Residual 1) UHlizetl Code Apply Yield Ibs N/Unit Residual /Ac Utilized I Lbs N/Ac Utilized
T804 1 5.06 FaA D March-June 120.0 1.25 0 150 759 N Sept-Apr 50 2.4 120 6072 270 1366.2
T804 2 12,52 FaA D March-June 120.0 t25 0 150 1878 N Sept-Apr 50 24 120 1502.4 270 3380.4
T6567 4 1.3 FaA Q Jan-Dec 5.1 50 255 331.5 0 0 255 331.5
T6567 6 8.48 AuB D MarchJune 75.0 1,25 0 93.75 795 N 45 2A 108 915,84 20175 1710.84
T6567 9 27.2 FOA D March-June 120.0 1.25 0 150 4080 N 50 24 120 3264 270 7344
T6567 10A 10.58 FOA D March-June 120.0 1,25 0 150 1587 N 50 2.4 120 1269.6 270 2856.E
T6567,Parca 10B&11 32.29 FOA D March-tune 120.0 1.25 0 150 4843.5 N 50 2.4 120 3874.8 270 87182
Pierce 13 2894 FOA B March-Sept 3.7 50 185 5353.9 K Sept-Apr 1 50 50 1447 235 6800.9
Eliot
Totals; 126.37 19627.9 12880.84 32508.7d
3(a)of 8

1
Reception Area Specifications Year 2 of a We year rotation
^:P
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N I 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N
Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized I Code Apply Yield Ibs N/Unit Residual /Ac Utilized Lbs N/Ac Utilized
T804 1 5.06 FoA O June-Aug 28.0 4 112 566.72 K Sept-Apr 50 1 15 35 177.1 147 743.82
T804 2 12S2 FOA O June-Aug 28.0 4 112 1402,24 K Sept-Apr 50 1 15 35 438.2 147 184044
T6567 4 13 FOA Q Jan-Dec 5.1 50 255 331.5 0 0 255 331.5
T6567 6 848 AuB O Jan-Dec 18.0 4 72 610.56 K Sept-Apr 50 1 15 35 296.8 107 90736
T6567 9 27.2 FOA O Jan-Dec 28.0 4 112 3046A K Sept-Apr 50 1 15 35 952 147 3998A
T6567 10A 10.58 FaA 0 Jan-Dec 280 4 112 1184.96 K Sept-Apr 50 1 15 35 3703 147 1555.26
T6567Pierce 1013811 32.29 FoA O Jan-Dec 28.0 4 112 3616.48 K Sept-Apr 50 1 15 35 1130.15 147 474663
Pierce 13 28,94 FOA B March-Sept 3.6 50 180 5209 2 K Sept-Apr 1 50 50 1447 230 6656.2
Totals: 126.37 15968.06 4611.65 20779.61
1
Y .a
WL 11
3(b)of 8 _

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields( i.e. small grain, etc, interseeded in bermuda),forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity,especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
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 Crop Lbs N utilized/unit yield
A Barley 1.6 Ibs N/bushel
B Hybrid Bermudagrass-Grazed 50 Ibs N/ton
C Hybrid Bermudagrass-Hay 50 Ibs N/ton
D Corn-Grain 1.25 Ibs N/bushel
E Corn-Silage 12 Ibs N/ton
F Cotton 0.12 Ibs N/Ibs lint
G Fescue-Grazed 50 Ibs N/ton
H Fescue-Hay 50 Ibs N/ton
I Oats 1.3 Ibs N/bushel
J Rye 2.4 Ibs N/bushel
K Small Grain-Grazed 50 Ibs N/acre
L Sm21I Grain-Hay 50 Ibs N/acre
M Grain Sorghum 2.5 Ibs N /cwt
N Wheat 2.4 Ibs N/bushel
O _ --- Soybean 4.0 Ibs N/bushel
P Pine Trees 40 Ibs N/acre/yr
Q Matua-Grazed 50 Ibs N/ton
R Matua-Hay 50 Ibs N/ton
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.
4of8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/ r/animal Farm Total/ r
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
11016 Feeder to Finish 0.36 3965.76
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 3965.76 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 19828.8 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 66 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 158.6304 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.
5of8

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 inlhr * inches
T804 1 FoA D 0.5 1
T804 2 FoA D 0.5 1
T6567 4 FoA Q 0.5 1
T6567 6 AuB D 0.6 1
T6567 9 FoA D 0.5 1
T6567 10A FoA D 0.5 1
T6567,Pierc 10B & 11 FoA D 0.5 1
Pierce 13 FoA B 0.5 1
6 of 8

Additional Comments:
This plan has been revised to show the addition of pivot 22. Parts of this
pivot area, as well as the Pierce tract are used under agreement with
an adjacent landowner. It is recommended that the land in row crops be
split evenly between corn and soybeans each spring.
Producer must overseed a minimum of 40 acres or row crop land behind
soybeans each year, unless lagoon levels dictate, and are verified by a
technical specialist, that this is not needed. This overseed must be either
grazed or cut for hay prior to corn planting.
7of8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Doug Bond Farm
Owner: Doug Bond
Manager:
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 nutrient management
plan for the farm named above. I%we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we 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: Doug Bond
Signature:
Date
Name of Manager(if different from owner):
6�
Signature: � � , _
Date
Name of Technical Specialist: Kraig Westerbeek
Affiliation: Murphy-Brown, LLC
Address: 2822 Hwy 24�West, PO Box 856
Warsaw, NG28398
Telephone: [phone]
c
Signature: .--
Date
li
u
8of8

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 him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recievinq crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based upon soil type, available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict the rate of applications for
other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field (See
USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or 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 shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

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 shall not be applied in fall or winter for spring planted crops on soils
with a high potential for leaching. Waste/nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to take up released nutrients.
Waste shall not be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited on or after October 1,
1995, shall not be applied closer than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
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.
2of3

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 will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre-plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate-determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the 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 all other waste shall be maintained for a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
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Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Doug Bond County: Duplin
Address: Rt. 2 Box 291-E
Wallace, NC 28466 Date: 5/3/2005
Telephone: [phone]
Table 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slope % Crop(s) (In/hr) (inches) Comments
1 5.06 FoA <5 Row Crops 0.4 0.75 Pulls 1, 2
2 12.52 FoA <5 Row Crops 0.4 0.75 Pull 3, Pivot 4
4 1.3 FoA <5 Matua 0.4 0.75 Pull
6 8.48 AuB <5 Matua 0.4 0.75 Pulls 6, 7
22 272 FoA <5 Matua 0.4 0.75 Pivot 22
10A 10.58 FoA <5 Matua 0.4 0.75 Pulls 11, 12
10B & 11 32.29 FoA <5 Matua 0.4 0.75 Pull 13, Pivot 14
13 28.94 FoA <5 Bermuda/Small Grain 0.4 0.75 Pulls 15-21
126.37

Sheet2
TABLE 2 -Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Ag-Rain 30A traveler w/3"x1050' hose, Ag-Rain 37A traveler w/3.3"x1260' hose, &two pivots
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 3.98 0.33 250 529 300 1.08 60 100 330 3.48
2 5.84 0.5 234 276 300 1.08 60 100 220 1.58
3 7.3 0.61 180 428 300 1.08 60 100 180 1.83
4 Center pivot-acreage computer calculated • 10.69
5 7.3 0.61 144 360 300 1.08 60 100 180 1.30
6 3.98 0.33 244.5 1050 300 1.08 60 100 330 6.34
7 7.3 0.61 100 800 300 1.08 60 100 180 2.14
22 Center pivot-acreage computer calculated 1- .. 27.20
11 3.98 0.33 265 680 300 1.08 60 100 330 4.60
12 3.98 0.33 255 980 300 1.08 60 100 330 5.98
13 7.3 0.61 148 697 300 1.08 60 100 180 2.47
14 Center pivot-acreage computer calculated L"- I-'U C 29.82
15 3.98 0.33 250 247 300 1.08 60 100 330 1.86
16 3.98 0.33 200 269 300 1.08 60 100 330 1.66
17 3.98 0.33 200 1260 300 1.08 60 100 330 6.21
18 3.98 0.33 200 1260 300 1.08 60 100 330 6.21
19 3.98 0.33 250 1260 300 1.08 60 100 330 7.67
20 5.84 0.5 223 416 300 1.08 60 100 220 2.91
21 7.3 0.61 171 598 300 1.08 60 100 180 2.42
TOTAL 126.37
SAMP LPN C®NVALESCENT

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler(gpm) 182 0
Operating Pressure at Pump (psi) 115.7 6.9
Design Precipitation Rate (in/hr) 0.31 0.00
Hose Length (feet) 860 xWWW(
Type of Speed Compensation Mechanical XXXxWCX
Pump Type (PTO, Engine, Electric) Engine Engine
Pump Power Requirement(hp) 24.6 0.0
TABLE 5-Thrust Block Specifications
6" 4" 2"
THRUST BLOCK THRUST BLOCK THRUST BLOCK
LOCATION AREA(sq. ft.) AREA(sq. ft.) AREA(sq. ft.)
90 degree bend 8.8 4.3 1.1
Dead End 6.2 3.0 0.8
Tee 4.4 2.1 0.5
Gate Valve 6.2 3.0 0.8
45 degree bend 4.7 2.3 0.6
Pagel

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Murphy-Brown, LLC
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398
Phone: [phone]
Required Documentation \,
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations,pipelines,thrust block locations and buffer areas where applicable. 0
2. Assumptions and computations for determining total dynamic head and horsepower requirements. -
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump,traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25'or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This is a "wetted acreage" determination for an existing facility. This facility uses travelers and two new center
pivots. The pivots replaced some of the previous traveler pulls. The acres were calculated based on the
equipment specified and the charts created by NCSU for calculating Area Allowances for Hard Hose Traveler
Systems.
Refer to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of
system.

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size: 1.08 inches
Sprinkler Pressure: 60 psi
Flowrate(GPM): 182 gpm
Wetted Diameter: 300 feet
Lane Spacings
Desired Spacing (%): 70 %
Design Spacing(feet): 210 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 200 feet *Same pulls on 220' & 230'spacings
Actual Spacing (%): 67 %
Application Rate
Application Rate = (96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate = 0.31 in/hr
300 degree arc = 0.37 in/hr 330 degree arc = 0.33 in/hr
220 degree arc = 0.50 in/hr
180 degree arc = 0.61 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app. (in.) = 0.4 inches 360 degree arc = 3.65 ft/min
300 degree arc = 4.38 ft/min 330 degree arc = 3.98 ft/min
220 degree are = 5.84 ft/min
180 degree arc = 7.30 ft/min
Mainline Velocity
Velocity = .408 x Flowrate/pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 2.06 ft/sec.
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 19
Total distance: 3400 feet
Friction Loss is figured using HazenfWilliam's Equation
Friction Loss= 0.24 feet/100 feet
Max. Mainline Loss = 8.3 feet or 3.6 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: 40 psi
Elevation head: 4.3 psi
Mainline loss: 3.6 psi
Suction head and lift: 2.3 psi
5% fitting loss: 5.5 psi
TOTAL(TDH) = 115.7 psi or 267.2 feet
Horsepower Required
Horsepower= Flowrate x TDH(feet)/3960/Pump effeciency
Pump Description: Berkeley B2.5
Pump Efficiency: 50 %
Horsepower Required: 24.6 Hp
Thrust Blocking
Thrust Block Area =Thrust/Soil Bearing Strength
Thrust: 4200 feet
Soil Bearing Strength: 1200 feet
End Cap: 3.5 ft2
90 degree elbow: 4.9 ft2
Tee: 2.5 ft2
45 degree elbow: 2.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 115.7 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet?
NPSHA: 14
NPSHR: 7 *from pump curve
If NPSHA>NPSHR OK
Page 3

Sheet8 (2)
(Doug Bond Farm
Acreage Calculations
' I
d Length Acres Total Acres 1 Start End Stop End Total
Pull# (ft.) (ft.) (midsection)I (midsection) ac. Lac. Pull Acres
1 250 379 2.175 2.175 0.720 0.580 3.48
2 234 126 0.677 0.677 0.610 0.290 1.58
3 180 278 1.149 1.149 0.400 0.280 1 1.83
5 144 210 ; 0.694 0.694 0.330 0.280 1.30
6 200 108 0.496 5.041 0.720 0.580 ! 6.34
250 792 4.545 0.000 0.415 0.342 0.00
7 100 650 1.492 1.492 0.360 0.290 j 2.14
8 240 100 0.551 0.551 0.500 0.290 1.34
9 200 260 1.194 1.194 0.620 0.490 2.30
10 200 360 1.653 1.653 0.540 0.290 2.48
11 265 530 3.224 3.224 0.760 0.620 4.60
12 228 249 1.303 4.601 0.760 0.620 5.98
265 542 3.297 0.000 0.000 0.000 0.00
13 148 547 1.858 1.858 0.330 0.280 2.47
15 250 97 0.557 0.557 0.720 0.580 1.86
16 200 119 0.546 0.546 0.620 0.490 1.66
17 200 1110 5.096 5.096 0.620 0.490 6.21
18 200 1110 5.096 5.096 0.620 0.490 6.21
19 250 1110 6.371 6.371 0.720 0.580 7.67
20 223 416 2.130 2.130 0.500 0.280 2.91
21 171 448 1.759 1.759 0.380 0.280 2.42
Total Acres 64.78
Page 1

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i I
Operator: ________ ________ ________ ____====,Doug Bond #1
County:__ ________ ________ ________ ________,Duplin
Date:____ ________ ________ ________ ________% 06/09/05
Dist.to nearest residence (other than owner): 0 ft.
sows (farrow to finish):===
sows (farrow to feeder):eder):___
head (finishing only):===__ ________ ________- 3672
sows (farrow to wean):===__
head (wean to feeder):===__ ________ ________, 0
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./Ib.)===____> 1.0
25 Year- 24 Hour Rainfall (in.)===_________> 7.5
Rainfall in excess of evaporation (in.)===__> 7.0
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water(gallons/day)====______>
Temporary storage period (days)_____________> 180
Freeboard (ft.) ____________________________> 1.0
Side slopes (inside lagoon):________________> 3.0 : 1
Inside top length (ft.):____________________> 270.0
Inside top width (ft.):_____________________> 370.0
Top of dike elevation (ft.):________________> 43.5
Bottom of lagoon elevation (ft.):==_________> 31.5
Seasonal high water table(SHWT) elev.(ft.):=> 39.4
Total required volume:===== 737491 cu. ft.
Actual design volume:====_= 845064 cu. ft.
Stop pumping el.(> or= to 39.4 ft.SHWT)> 38.7 ft.
(> or= to 37.5 ft.Min.)
Required minimum treatment volume: 495720 cu. ft.
Volume at stop pumping elevation: 502335 cu. ft.
Start pumping elev.:________________________> 41.8 ft.
Volume at start pumping elevation: 781990 cu. ft.
Actual volume less 25yr-24hr rain: 782627 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 179333 cu. ft.
Actual volume to be pumped:==> 279655 cu. ft.

Operator: ________ ________ ________ ________;Doug Bond #1
County:__ ________ ________ ________ ________%Duplin
Date:____ ________ ________ ________ ________% 06/09/05
Dist.to nearest residence (other than owner): 0 ft.
sows (farrow to finish):===
sows (farrow to feeder):eder):___
head (finishing only):===__ ________ ________, 3672
sows (farrow to wean):===__
head (wean to feeder):===__ ________ ________, 0
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./Ib.)===____> 1.0
25 Year- 24 Hour Rainfall (in.)===_________> 7.5
Rainfall in excess of evaporation (in.)===__> 7.0
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water(gallons/day)====______>
Temporary storage period (days)_____________> 180
Freeboard (ft.) ____________________________> 1.0
Side slopes (inside lagoon):________________> 3.0 : 1
Inside top length (ft.);____________________> 270.0
Inside top width (ft.):_____________________> 370.0
Top of dike elevation (ft.):________________> 43.5
Bottom of lagoon elevation (ft.):==_________> 31.5
Seasonal high watertable(SHWT) elev.(ft.):=> 39.4
Total required volume:===== 737491 cu. ft.
Actual design volume:====_= 845064 cu. ft.
Stop pumping el.(> or= to 39.4 ft.SHWT)> 39.8 ft.
(> or= to 37.5 ft.Min.)
Required minimum treatment volume: 495720 cu. ft.
Volume at stop pumping elevation: 602122 cu. ft.
Start pumping elev.:________________________> 41.8 ft.
Volume at start pumping elevation: 781990 cu. ft.
Actual volume less 25yr-24hr rain: 782627 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 179333 cu. ft.
Actual volume to be pumped:==> 179868 cu. ft.

f'f-S-'LGLL 1
Operator: Doug Bond County: Duplin Date: 02/24/94
Distance to nearest residence (other than owner) : 1900 feet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow to finish) X 1417 lbs . = 0
0 Sows (farrow to feeder) X 522 lbs . = 0
3672 Head (finishing only) X 135 lbs. = 495720
0 Sows (farrow to wean) X 433 lbs . = 0
0 Head (wean to feeder) X 30 lbs . = 0
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 495720
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 495720 lbs. SSLW X Treatment Volume CF/lb. SSLW
Treatment Volume CF/lb. SSLW= 1 . 0 CF/lb. SSLW
Volume = 495720 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
SLUDGE NOT COMPUTED AT LANDOWNER
Volume = 0 cubic feet REQUEST. SLUDGE TO BE
BE REMOVED AS NEEDED.
4 . TOTAL DESIGN VOLUME
Inside top: length 712 feet ; width 143 feet
Top of dike at elevation 51. 60 feet
Freeboard 1 . 0 feet Side slopes 3 . 0 : 1 ( inside)
Total design lagoon liquid level at elevation 50. 60 feet
Bottom of lagoon at elevation 39 . 80 feet
Seasonal high water table elevation 47 . 00 feet
Total design volume using prismoidal formula :
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 706 . 0 136 . 5 10 . 80
AREA OF TOP
LENGTH X WIDTH
706 137 96369 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
641 72 45974 (Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
674 104 280487 (Area of Midsection X 4)
CU. FT. _ [Area top+ (4XArea Midsection) +Area Bottom] X Depth/6
96369 280487 45974 2
VOL. OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 761094 CU. FT.

t .
5 . TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
712 143 101460 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 101460 Square Feet
Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0 . 00136
Volume = 495720 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 121352 Cubic feet
B. 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 = 0 Gallons/day X 180 days storage/7 . 48
Volume = 0 Cubic feet gallons per CF
C. 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 Inches X DA / 12 inches per foot
Volume = 59185 Cubic feet
D. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot X DA
Volume = 63413 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE

5A. 121352 Cubic feet
5B. 0 Cubic feet
5C. 59185 Cubic feet
5D. 63413 Cubic feet
TOTAL 243950 Cubic feet
6 . SUMMARY
Total required volume = 739670 Cubic feet
Total design volume avail.= 761094 Cubic feet
Min. reqrd. trtmnt. vol . plus sludge accum. = 495720 Cu. Ft.
At elev. 47 . 70 Ft; Vol= 502588 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 697682 Cu. Ft.
At elev. 49 . 90 Ft; Vol= 694870 Cubic feet (start pumping)
Seasonal high water table elevation is 47 . 00 Feet, which must
be lower than the elevation of top of treatment volume 47 . 70
DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES: F.

i
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
system.
The designed 6 months temporary storage is an estimated volume
based on : 1) waste from animals; 2) excess rainfall after
evaporation; and 3) the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years . The volume of
waste generated from a given number of animals will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excess in a year.
The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will
need to be pumped each year. The 25 year rainfall will not be a
factor to consider in an annual pumping cycle, but this storage
volume must always be available. A maximum elevation is
determined in each design to begin pumping and this is usually
the outlet invert of pipe(s) from building(s) . If the outlet
pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet) . Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equipment to apply
waste without runoff or leaching) .
Land application of waste water is recognized as an acceptable
method of disposal . Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should
be taken when applying waste to prevent runoff from the field
or damage to crops.
The following items are to be carried out:
1 . It is strongly recommended tha the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids
should be covered with effluent at all times. when pre-
charging is completed, flush buildings with recycled lagoon
liquid. Fresh water should not be used for flushing after
initial filling.
2 . The attached waste utilization plan shall be followed.
This plan recommends sampling and testing of waste (see
Attachment B) before land application.

r
1
3 . Begin pump-out of the lagoon when fluid level reaches eleva-
tion 49 . 90 as marked by permanent markers. Stop pump-out
when the fluid level reaches elevation 47 . 70 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria) . The design temporary storage, less 25 year
storm is 180537 cubic feet or 1350419 gallons. As stated
before, this volume will vary considerably from year to year.
4 . The recommended maximum amount to apply per irrigation is one
(1) inch and the recommended maximum application rate is 0 . 4
inches per hour.
5 . Keep vegetation on embankment and areas adjacent to the lagoon
mowed annually. Vegetation should be fertilized as needed to
maintain a vigorous stand.
6 . Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7 . All surface runoff is to be diverted from the lagoon to
stable outlets.
8 . Keep a minimum of 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 feet of a residence or within 100 feet of a well .
9 . The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States . The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
NOTES :

USDA SOIL'CONSERVATION SERVICE,
� r
FINAL CONSTRUCTION CHECK AND CERTIFICATION
FOR ANIMAL WASTE TREATMENT LAGOON (359)
� R t ,
NAME
� nn
LOCATION
SIZE OF OPERATION 3 /mod r/ _ FARROW TO FEEDER
FARROW TO FINISH
FARROW TO WEAN
CONTRACTING COMPANY IEEDER TO FINISH
WEAN TO FEEDER .
OTHER
DESIGN DATA AND CONSTRUCTION CHECK DATA
TBM ELEVATION FEET
AS DESIGNED AS BUILT.
INSIDE TOP DIMENSION
DIKE TOP WIDTH
TOP OF DIKE
BOTTOM OF LAGOON
t .
INSIDE SIDESLOPE i
OUTSIDE SIDESLOPE
j
PIPE INVERT
CLAY LINER/CORE TRENCH
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES /O
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES NO
COMMENTS ?- - � = f ��'• �,.- - � fi .✓%i / . -�
SIGNATURE DATE
— //

USDA SOIL CONSERVATION SERVIC( - -
FINAL CONSTRUCTION CHECK AND CERTIFICATION
FOR ANIMAL WASTE TREATMENT LAGOON (359)
i ,
NAME Pik=�k
LOCATION NC, 50 lot .jD,:t''A n TPE/V- Ov
_fza -H � me
SIZE OF OPERATION 2) F., a �F; ;4� _ FARROW TO FEEDER
_ FARROW TO FINISH
FARROW TO WEAN
CONTRACTING COMPANY Q ,.+e. rA fl,N•, ✓ FEEDER TO FINISH
_ WEAN TO FEEDER
OTHER
DESIGN DATA AND CONSTRUCTION CHECK DATA
TBM ELEVATION 0,D 4- FEET
AS DESIGNED AS BUILT
INSIDE TOP DIMENSION
DIKE TOP WIDTH
TOP OF DIKE SJ, b i so,r
BOTTOM OF LAGOON I 40 Fi
INSIDE SIDESLOPE
° OUTSIDE SIDESLOPE
PIPE INVERT
CLAY LINER/CORE TRENCH clrt
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES _ NO_
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES NO
COMMENTS # f r, f"cT NEW TCr^ r r f o f/� I C1 F' c 7,— nl
SIGNATURE TITLE I_': -' DATE
J

USDA SOIL CONSERVATION SERVICE - -
FINAL CONSTRUCTION CHECK AND CERTIFICATION
FOR ANLMAL WASTE TREATMENT LAGOON (359)
• � I
NAME oDvo ODna+
LOCATION
SIZE OF OPERATION 369 2 FARROW TO FEEDER
FARROW TO FINISH
FARROW:TO WEAN
CONTRACTING COMPANY Q , ' .11,. Farr, z ✓FEEDER TO FINISH
WEAN TO FEEDER
OTHER
DESIGN DATA AND CONSTRUCTION CHECK DATA --
TBM ELEVATION 5-/•D FEET -
AS DESIGNED AS BUILT
INSIDE TOP DIMENSION 0x i::� 14�•s> =
DIKE TOP WIDTH N
TOP OF DIKE
BOTTOM OF LAGOON
INSIDE SIDESLOPE
OUTSIDE SIDESLOPE -
PIPE INVERT o so r
CLAY LINER/CORE TRENCH
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES _ NO_�
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES _ NO
COMMENTS L _ l:• - -_-
SIGNATURE /- <!, _ TITLE ___ DATE

USDA SOIL CONSERVATION SERVICE
FINAL CONSTRUCTION CHECK AND CERTIFICATION
FOR ANIMAL WASTE TREATMENT LAGOON (359)
tI
NAME
LOCATION
I1-
SIZE OF OPERATION FARROW TO FEEDER
_ FARROW TO FINISH
_ FARROW TO WEAN
CONTRACTING COMPANY _ FEEDER TO FINISH
_WEAN TO FEEDER
OTHER
DESIGN DATA AND CONSTRUCTION CHECK DATA
TBM ELEVATION S/a FEET
AS DESIGNED AS BUILT
INSIDE TOP DIMENSION
DIKE TOP WIDTH
TOP OF DIKE 9;3
BOTTOM OF LAGOON I
t_
INSIDE SIDESLOPE
OUTSIDE SIDESLOPF
PIPE INVERT
CLAY LINER/CORE TRENCH
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES _ NO
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES NO
COMMENTS
SIGNATURE TITLE DATE d�l 14� rq

i.
USDA SOIL CONSERVATION SERVICE
FINAL CONSTRUCTION CHECK AND CERTIFICATION
FOR ANIMAL WASTE TREATMENT LAGOON (359)
n t
NAME
LOCATION F� v 111 "`..•
SIZE OF OPERATION FARROW TO FEEDER
_ FARROW TO FINISH
_ FARROW TO WEAN
CONTRACTING COMPANY _ FEEDER TO FINISH
—WEAN TO FEEDER
OTHER
DESIGN DATA AND CONSTRUCTION CHECK DATA
TBM ELEVATION FEET
AS DESIGNED AS BUILT
INSIDE TOP DIMENSION
DIKE TOP WIDTH
TOP OF DIKE S3
BOTTOM OF LAGOON 14 0
t_
INSIDE SIDESLOPE
` OUTSIDE SIDESLOPE
PIPE INVERT rA
CLAY LINER/CORE TRENCH
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES _ NO_
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES NO
COMMENTS
SIGNATURE TITLE DATE -?A(/ i r

vvra�i-CD AA 1 n iv .Q.l, iiri.
P.C. hoX 7FY,O
Rose l-flil, NO 284158
%J ^ :,Jii�NDER
itie ,unCdeisi`ned it ej;ginner dtflY rcigistered to Practice Under the lamm of
the State of North airo(iina, he u1 we til4s that these ans aid -alcuJatio: _
enfitl-d Doug _lord a 3.672 1ea 7 Finishing l?Ci Only FLieif'.
are an accurate copy of Me wvwr to, ba p.?r}CrinleG' On this project-
These plais iul Illy gr. ?ccure e'` d e p la the layout, location and Cimnlci
CIS of
the project site.
The design, ;volu;rle cgic .iationis are based on the quideiines astaaJisile=l bly the
United States DieJ]s_r-mlent of ikgrlculture, Soil Oonservation Service.
Si'inature: " y
C294
r-ieaistration i°ate- �Ms ;� Q.
Date:

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QUARTER M FARMS
P . O. Box 759
Rose Hill , NC 2845e
Calculations By : John Lenfestey
Bond
Dist . to nearest residence ( other than owner ) : 1 , 040.0 FT .
Sows (farrow to finish ) : ___________________> 0
Sows ( farrow to feeder ) :====================> 0
Head ( finishing only ) : ______________—______> 3,672
Sows ( farrow to wean) : ===___________________> 0
Head (wean to feeder ) : =========—===========> 0
Storage volume for sludge accum. (cu. ft . ) :=> 0 .0 Cu . Ft .
Treatment Volume (min . 1 cu . ft . /lb . ) =======> 1 .0 Cu . Ft .
Inside top length : ==================—======> 435.00 Feet
Inside top width :_________________________==j 225.00 Feet
Top of dike at elevation: ===================> 50.50 Feet
Freeboard : ==================================> 1 . 00 Feet
Side slopes :________________________________> 3.00 : 1
25 Year - 24 Hour Rainfall==================> 7.50 Inches
Bottom of lagoon elevation:=================> 39.50 Feet
Minimum Permanent Storage Depth of Lagoon: => 7.20 Feet
Total required volume:=============> 735,338 Cu . Ft .
Total design volume avail . :========> 757, 110 Cu . Ft .
Design end pumping elev. :___________________> 46.70 Feet
Minimum required treatment volume: 495,720 Cu. Ft .
Treatment vol . at end pumping avail . 509,025 Cu. Ft .
Design start pumping elev. :=================> 48.80 Feet
Design Vol . - 25Yr/24Hr Rainfall : 692,293 Cu. Ft .
Design vol . at start pumping elev. : 695,938 Cu. Ft .
Seasonal high water table elevation: ========> 46.70 Feet
NOTE: Verify that bottom of temp . storage===> 46.70 Feet
is above water table elevation:
NOTE: Verify that temp . storage is adequate:
Min . required temp . volume: 239,618 Cu. Ft .
Design temp . volume available: 248,OB5 Cu . Ft .

Operator : Douglas Bond County: Duplin Date: 01/03/94
Distance to nearest residence (other than owner ) : 1040 .0 feet
1 . STEADY STATE LIVE WEIGHT
0 sows (farrow to finish ) x 1417 lbs . = 0 lbs
0 sows (farrow to feeder ) x 522 lbs . = 0 lbs
3,672 head ( finishing only) x 135 lbs . = 495720 lbs
0 sows ( farrow to wean) x 433 lbs . = 0 lbs
0 head (wean to feeder ) x 30 lbs . = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW ) = 495720 lbs
E . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 495,720 lbs . SSLW x Treatment Volume(CF) / lb . SSLW
Treatment Volume(CF) /lb . SSLW= 1 . 00 CF/lb . SSLW
Volume = 495 ,720 Cubic Feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.00 Cubic Feet ( As Per Owner ' s Request )
4 . TOTAL DESIGN VOLUME
Inside top length 435.00 feet ; Inside top width 225.00 feet
Top of dike at elevation 50.50 feet
Freeboard 1 .00 feet ; Side slopes 3. 00 : 1 ( Inside lagoon)
Total design lagoon liquid level at elevation 49.50 feet
Bottom of lagoon elevation 39.50 feet
Seasonal high water table elevation 46.70 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3. 00 3.00 3.00 3.00 429.00 219.00 10.00
AREA OF TOP
LENGTH * WIDTH =
429. 00 219.00 = 93,951 SF (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
369.00 159.00 = 5B, 671 SF (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH # WIDTH * 4
399.00 189.00 = 301 ,644 SF (AREA OF MIDSECTION # 4)
CU. FT . = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
( 93,951 + 301 , 644 + 5B,671 ) # 1 .67
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 757, 110 CU. FT.

5 . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length Width =
435 .00 225.00 = 97 ,875 square feet
Buildings (roof and lot water )
Length Width =
0.0 0. 0 = 0. 0 square feet
Total Drainage Area = 97 ,B75 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 = 495,720 Los . SSLW * CF of Waste/Lb . /Day # 190 days
Volume = 121 ,352 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 = 0.0 gallons/day * 1BO days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
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 = 57,094 cubic feet

5D , Volume of 25 year - 24 hour storm
Volume = 7. 50 inches / 12 inches per foot -;F DA
Volume = 61 , 172 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A . 121 , 352 cubic feet
5B. 0 cubic feet
5C. 57 , 094 cubic feet
5D. 61 , 172 cubic feet
TOTAL 239,618 cubic feet
6 . SUMMARY
Total required volume 735,338 cubic feet
Total design volume avail . 757, 110 cubic feet
Min, req . treatment volume plus sludge accumulation 495,720 cubic feet
At elev. 46.70 feet ; Volume is 509,025 cubic feet a END_.pumping
Total design volume less 25yr-24hr storm is 695,936 cubic feet
At elev . 48.-80Vfeet ; Volume is 692,293 cubic feet a START pumping
Seasonal high water table 1 ation 46.70 feet
7 . DESIGNED BY APPROVED BY•
DATE- G DATE :
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
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0
OPERATION AND MAINTENANCE PLAN
------------------------------
This_ lagoon is designed for waste treatment (permanent storage) with
min . odor control . The time reouired for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions ,
flushing operations, and the amount of fresh water added to the system .
The designed 6 months temporary storaoe is an estimated volume
based on. : 1 ) waste from animals ; 2 ) excess rainfall after evaporation ;
and 3 ) the largest 24 hour (one day ) rainfall that occurs on the
average of once every 25 years . The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year . This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months ev.cess in
a year . The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each year . The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must always be
available . A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s ) from
building ( s) . if the outlet pipe is not installed on the elevation to
begin pumping , a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet ) .
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit , such as
weather , soils , crop , and equipment in order to apply waste without
runoff or leaching .
Land application of waste water is recognized as an acceptable
method of disposal . Methods of application include solid set ,
center pivot , guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out :
1 . It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up . Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid . Fresh water should not
be used for flushing after initial filling .
2. The attached waste utilization plan shall be followed . This
plan recommends sampling and testing of waste (see attachment )
before land application.
3. HEBIN pump-out of the lagoon when fluid level reaches eleva-
tion . 48.80 as marked by permanent marker . STOP pump-out when
the fluid level reaches elevation 46.70 or before the fluid depth
is less than 7.20 feet deep ( this prevents the loss of favorable
bacteria) . The design temporary storage, less 25 year/ 24 hour storm
is 178,446 cubic feet or 1 ,334,776 gallons . As stated before, this
volume will vary considerably from year to year .

4 . The recommended maximum amount to apply per irrigation is
one ( 1 ) inch and the recommended maximum application rate is 0.3
inch per hour .
5 . Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand .
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7 . All surface runoff is to be diverted from the lagoon to stable
outlets .
B . Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams . Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well .
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment , Health , and Natural Resources, Division of Environ—
mental Management , has the responsibility for enforcing this law.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing :
A11 trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas . All stumps and roots exceeding one ( 1 )
inch in diameter shall be removed to a minimum depth of one ( 1 )
foot . Satisfactory disposition will be made of all debris . The
foundation area shall be loosened thoroughly before placement of
embankment material .
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans .
Construction :
-------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS . Earthfill shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement . The embankment of the lagoon shall be installed using
the more impervious materials . Construction of fill heights shall
include ten ( 10 ) percent for settlement . To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one ( 1 ) foot below grade and backfilled and
compacted with a suitable material ( ie-CL,SC,CH) . Refer to the soils
investigation information in the plans for special considerations .
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

:�1_ir1111 ivi CA`ifv � . iali. Paste
P.C. Box '1:9 v
i,;4SA Hli�. INIC'3,Q459
Faun Operator: Doug Bond
County:
Cate: 0�11`?4ititi
+
iota+ of if:(ee �•31 ;io3: bC1r17zt,4$ — re take- of'; _,..3 ^_'.t= bji _711;d ;i::4 '3to- .i.L 7, 14
t;€•teliltt7l!:e ?S t;ie ex3�:+it?� Soli" 4_,i'"_x_ :�L7;_a._'a^_ t4('�*i�t:s Il..7 i1c�73' Mal_H,9; cjr `•_IIA latjoot3.
Al of the boril-gs, were nnade in ti de slicinity of the `-' opc,.:ecl goon.
_ 1 7_t�_�`z.___ lagoon.
=ie th PF cs'14 lark ei2-'J-lore of Fri 0" feet i 'sC iuSei7 oil 10h P_ to D «f a nail
12: ne trae, aepFoximatehi 25 fee`Fast of Staticn Dit 1 �96.
le estimated high water table elevation = 46.7 Feet, =1—
Using the Unified llassitication System, the results of the borings are as F flow-:
Boring #1: 0 rt. — 4 Ft. — Sl`f material (silty sand
4 Ft. — 5 Ft. — SC,SM materials (clayey sands; silty sands)
5 Ft. — 6 Ft — SC material (clayey sands; sand—gravel mixture)
4 Ft. — 6 Ft — SC material (clayey sands; sand—gravel mixture)
6 Ft" — 8 Ft — SC,CL materials (clayey sands, clays)
8 Ft. — 12 Ft. — CL,CH materials (low plasticity clays; inorganic clays)
Boring #2: 6 Ft. — 3 Ft — Sl',r1 material (silty sand)
3 Ft. — 4 Ft — SC,SM materials (clayey sands; silty sands)
4 Ft. — 5 Ft. — SC material (clayey sands; sand—gravel mixture)
5 Ft — 7 Ft — SC,CL materials (clayey sands; clays)
7 Ft. — 9 Ft — CL material Qow plasticity clays)
9 Ft. — 12 Ft — CL,CH materials ('sow plasticity clays; inorganic clays)
Boring #3: © Ft. — 3 Ft — SM material (silty sand)
3 Ft. — 4 Ft — SUM materials (clayey sands; silty sands)
4 Ft. — 6 Ft — SC materiel (clayey sands; sand—gravel mixture)
6 Ft. — 8 Ft — SC,CL materials (clayey sands; clays)
8 Ft. — 9 Ft — CL material (low plasticity clays)
9 Ft. — 12 Ft — CL,CH materials (low plasticity clays; inorganic clays)
Based on the results of these borings, SOME of the soils available on this site are suitable
to be used as embankment material for the lagoon site. A suitable clay material (SC,CL:)
for tie liner will be required at any areas 4f tha lagoon that are undercut to remove tie
unsuitable mriaUQriai.

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED : = . 0 ACRES
USE THE SEED MIXTURE INDICATED :
240 LBS . FESCUE GRASS @ 60 LBS . /ACRE
( BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS )
SEEDING DATES : SEPTEMBER 15 TO NOVEMBER 30
0 LBS . ' PENSACOLA ' BAHIA GRASS @ 60 LBS . /ACRE
( SEE FOOTNOTE NO. 1 )
SEEDING DATES : MARCH 15 TO JUNE 30
0 LBS . HULLED BERMUDA GRASS @ 8 LBS . /AC .
( SUITED FOR MOST SOIL CONDITIONS )
SEEDING DATES : APRIL 1 TO JULY 31
120 LBS . RYE GRAIN @ 30 LBS . /ACRE (NURSERY FOR FESCUE)
0 LBS . RYE GRASS @ 40 LBS . /ACRE (TEMPORARY VEGETATION)
SEEDING DATES : DECEMBER 1 TO MARCH 30
LBS .
APPLY THE FOLLOWING:
4000 LBS . OF 10-10-10 FERTILIZER ( 1000 LBS . /ACRE)
8 TONS OF DOLOMITIC LIME ( 2 TONS/ACRE)
400 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED .
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING .
1 . PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS . WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS . /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED .

31
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 while 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

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 bermudagrass) or when there 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 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 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 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 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 / 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.

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) �0--Z9�1atS
EMERGENCY MANAGEMENT SERVICES (EMS) \'t 0 - 24(e-
SOIL AND WATER CONSERVATION DISTRICT (SWCD) qt5- .�qu_ AkD 0
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) °t tO - pq 6-at d
COOPERATIVE EXTENSION SERVICE (CES) 9to - act 6- a11A3
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 Sheriffs 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]
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 (✓)Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
( ) Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (✓)Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Decaying vegetation (V)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.
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 () 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
brewers grain and similar high moisture grain
products).
() Inspect 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
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC—November 11, 1996
10

Dry Manure Handling Accumulations of animal ()Remove spillage on a routine basis(e.g.7-10 day
Systems 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.
(Landowner Signature)
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 (V)Vegetative or wooded buffers:
(V)Recommended best management
practices;
(✓)Good judgment and common sense
Animal body Dirty manure ()Dry floors
surfaces covered animals
Floor surfaces Wet manure-covered (✓)Slotted floors;
floors (V)Waterers located over slotted floors;
(v)Feeders at high end of solid floors;
(V)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine (,')Frequent manure removal by flush, pit
pits recharge or scrape
Partial microbial ( )Underfloor ventilation
decomposition
Ventilation Volatile gases (V)Fan maintenance;
exhaust fans Dust (v)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 ( )Flush tank covers
lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks
are filling with anti-siphon vents
Flush alleys Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled ()Extend recharge lines to near bottom of
points lagoon liquid while pits pits with anti-siphon vents
are filling
Lift stations Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste ( )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions (V)Proper lagoon liquid capacity
Biological mixing (V)Correct lagoon startup procedures
Agitation ( )Minimum surface area-to-volume ratio
(V)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation (V)Irrigate on dry days with little or no wind
nozzles Wind draft (V)Minimum recommended operation pressure
(V)Pump intake near lagoon liquid surface
( )Pump from second-stage lagoon
AMOC—November 11, 1996
12

Storage tank or Partial microbial ( )Bottom or midlevel loading -
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure,slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition ( )Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location/construction of disposal pits
Incinerators Incomplete combustion ( )Secondary stack burners
Standing water improper drainage (✓)Farm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access (✓)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:Underfloor 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 Concerns in Animal Manure Management: Odors and Flies;PRo101, 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.
I certify the aforementioned odor control Best Management Practices have been reviewed
with me.
(Landowner Signature)
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 Secondar 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 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 DEC.
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 opinioneof 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 temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
�/ " Signature of Technical Spe list Date