310012_Application_20240401

State of North Carolina
RECEIVED
Department.of Environmental Quality MAR 2 6 2024
Division of Water Resources
Animal Waste Management Systems NC DEQ/DWRCentral Of;ice
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2024,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 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310012
2. Facility Name: Whaleys Family Farms LLC
3. Permittee's Name(same as on the Waste Management Plan): Monk WhaleN
4. Permittee's Mailing Address: PO Box 515
City: Beulaville State: NC Zip: 28518
Telephone Number: 910-298-3646 Ext. E-mail:
5. Facility's Physical Address: 673 Quinn Store Rd
City: Beulaville State: NC Zip: 28518
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner): Greg Brown
8. Farm Manager's telephone number(include area code): 910-296-3518 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): — 1-0 0-0S
10. Operator Name(OIC): Gregory W.Brown Phone No.: 910-298-3646 OIC#: 19631
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 8,440
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 Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 Lagoon 4/6/1995 Full,clay 324,290.00 46,331.00 19.50
2 Lagoon 4/6/1995 Full,clay 758,929.00 96,001.00 19.50
3 Lagoon 4/6/1992 Full,clay 752,840.00 96,800.00 19.50
Submit 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),either by mailing to the address below or sending it via
email to the email 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.)
Jr. A map of every field used for land application(for example: irrigation map)
p' The soil series present on every land application field
jd- The crops grown on every land application field
The Realistic Yield Expectation(RYE)for every crop shown in the WUP
4- The maximum PAN to be applied to every land application field
g- The waste application windows for every crop utilized in the WUP
JKThe required NRCS Standard specifications
A site map/schematic
,X.Emergency Action Plan
yl Insect Control Checklist with chosen best management practices noted
,1 Odor Control Checklist with chosen best management practices noted
A.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
JY Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): Title: ©�
Signature: Date: 3
Name(Print): Title:
Signature: _ Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

NUTRIENT UTILIZATION PLAN
Grower(s): Monk Whaley
Farm Name: Monk Whaley Farm 31-12
County: Duplin
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish 8440
Gilts
Boars
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 DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

This plan is based on the waste application method shown above. If you choose to change
methods in the future,you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for 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,f1I,tons,etc.):
Capacity Type Waste Produced perAnimal Total
Farrow to Wean 3203 gal/yr gal/yr
Farrow to Feeder 3861 gal/yr gal/yr
Farrow to Finish 10478 gal/yr gallyr
Wean to Feeder 191 gal/yr gal/yr
Wean to Finish 776 gal/yr gal/yr
8440 Feeder to Finish 927 gal/yr 7,823,880 gal/yr
Gilts 1015 gal/yr gallyr
Boars 2959 gal/yr gal/yr
Total 7,823,880 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean 3.84 Ibs/yr Ibs/yr
Farrow to Feeder 6.95 Ibs/yr Ibs/yr
Farrow to Finish 18.86 Ibs/yr Ibs/yr
Wean to Feeder 0.34 Ibs/yr Ibs/yr
Wean to Finish 1.4 Ibs/yr Ibs/yr
8440 Feeder to Finish 1.67 Ibs/yr 14,095 Ibs/yr
Gilts 1.83 Ibs/yr Ibs/yr
Boars 5.33 Ibs/yr Ibs/yr
Total 14,095 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: 103.67
Total N Required 1st Year: 31597.34
Total N Required 2nd Year: 32472.03
Average Annual Nitrogen Requirement of Crops: 32,034.69
Total Nitrogen Produced by Farm: 14,094.80
Nitrogen Balance for Crops: (17,939.89)
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.
2of11

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This plan does not include commercial fertilizer. The farm should produce adequate plant
f 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 definitely 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 Description-Harvested As
A Barley Grain Crop
B Grazed Hybrid Bermudagrass Pasture/Grazed
C Hybrid Bermudagrass Hay Hay
B/C Comb. Hybrid Bermudagrass Graze/Hay Combination
D Corn-Grain Grain Crop
E Corn-Silage Silage
F Cotton Cotton Lint
G Grazed Fescue Pasture/Grazed
H Fescue Hay Hay
I Oats Grain Crop
J Rye Grain Crop
K Grazed Overseed Pasture/Grazed (Seeded in Bermudagrass)
L Overseed Hay Hay(Seeded in Bermudagrass)
M Grain Sorghum Grain Crop
N Wheat Grain Crop
O Soybean Grain Crop
P Pine Trees Pine Trees
S Small Grain Grain Crop/Hay(After Grain Crop)
CC Cover Crop Not Harvested; Burned/Disked In
SWG Swithgrass Biomass Crop
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.
4ofII

SLUDGE APPLICATION:
°. The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/ r/animal Farm Total/ i
Farrow to Wean 0.8
Farrow to Feeder_ 0.96
Farrow to Finish 3.9
Wean to Feeder 0.07
Wean to Finish 0.27
8440 Feeder to Finish 0.34 2869.6
Gilts 0.39
Boars 0.55
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 2869.6 pounds of plant available nitrogen per year and 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 14348 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 47 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre,you will need 114.784 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 1
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.
5of11

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
71100 Pivot 1 'Goldsboro C 0.4 1
71100 Pulls Goldsboro C 0.4 1
71100 Pull Goldsboro C 0.4 1
71100 Pull Goldsboro C 0.4 1
71100 Pull Goldsboro C 0.4 1
71100 Pull Goldsboro C 0.4 1
71100 Pull10 Goldsboro C 0.4 1
71100 Pull11 Goldsboro C 0.4 1
71100 Pull12 Goldsboro C 0.4 1
71100 Pull13 Norfolk C 0.5 1
71100 Pull14 Norfolk C 0.5 1
Optional Land/Crops
Aerway Sub 1 Goldsboro C 0.4 1
Aerway Sub 5-8 Goldsboro C 0.4 1
Aerway Sub 9-10 Goldsboro C 0.4 1
Aerway Sub 11-12 Goldsboro C 0.4 1
Aerway Sub 13-14 Norfolk C 0.5 1
Aerway Sub 15 Goldsboro C 0.4 1
Aerway Leased 1 Noboco D 0.5 1
6 of 11

Additional Comments:
The aerway fields are those that will be covered when using a Aerway
Machine to irrigate the entire field.
All row crop fields may be planted in a winter cover if desired.
The cover may receive a 30#application from Sep-Apr and not be removed.
If this option is used the PAN applied must be subtracted from the
next receiving crop.
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Monk Whaley Farm 31-12
Owner: Monk Whaley
Manager:
Owner/Manager Agreement:
/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 DWR 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 NCDWR upon request.
Name of Facility Owner: Monk Whaley
Signature:
Date
Name of Manager(if different from owner): �� 7��
z
Signature:
Date
Name of Technical Specialist: AJ Linton
Affiliation: Private Technical Specialist
Address: PO Box 1139
Wallace, NC 28466
Telephone: [phone]
Signature:
Date
8of11

.;tlX?t
r" 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
9 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,
recieving 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.
9of11

✓k
NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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.
10of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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.
11 of 11

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EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 9i6 3R539DO
`! EMERGENCY MANAGEMNET SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD) a L A6
NATURAL RESOURCES CONSERVATION SERVICE (MRCS) o d
COOPERATIVE EXTERSION SERVICE (CES) !! yd
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1 . Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c, Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that 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 flows 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 lagoon
bottom as soon as possible.
1

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage 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: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
MRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
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 off-
site damage.
a. Contractors Name: tJ .' T 1-4 . C. -
b. Contractors Address:
c. Contractors Phone: 56y_b3�i�.
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone: r��T�c a►a�
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
�__. 2

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.
1
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids ( lush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
{ ) Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (YQaintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation )Nf91ntain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage ( ) Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
( ) Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues ( ) Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
( ) Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes ( ) Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
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).
L� AMIC--November 1 1, 1996

Dry Manure Handling Accumulations of animal wastes 1 I Remove spillage on a routine basis (e.g. 7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
( ) Provide for adequate drainage around manure stockpiles.
( ) Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
/�• VV
(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

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Version—November 26,2018
Mortality �v'4nagement Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
Q Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rencering plant licensed under G.G. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a a A composting system approved and permitted 6y' the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
a ❑ 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).
Q Any method which,in the professional opinionjof 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).
QMass 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/M" ager Date
Signature of Technical Specialist Date

Operator: MW 1 County: Duplin Date : 04/06/95
Distance to nearest residence ( other than owner) : 0 . 0 feet
1 . AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish) x 1417 lbs. = 0 lbs
0 sows ( farrow to feeder) x 522 lbs. = 0 lbs
1240 head ( finishing only) x 135 lbs . = 167400 lbs
0 sows ( farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 0
Total Average Live Weight = 167400 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 167400 lbs . ALW x Treatment Volume (CF ) /lb. ALW
Treatment Volume (CF ) /lb. ALW = 1 CF/lb. ALW
Volume = 167400 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length ( feet) --------------------- 216 . 5
Inside top width ( feet) ---------------------- 214 . 0
Top of dike elevation ( feet ) ----------------- 45 . 0
Bottom of lagoon elevation ( feet) ------------ 34 .0
Freeboard ( feet) ----------------------------- 1 . 0
Side slopes ( inside lagoon) ------------------ 3. 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3. 0 3 . 0 3.0 210 . 5 208 .0 10 . 0
AREA OF TOP
LENGTH * WIDTH =
210. 5 208. 0 43784 (AREA OF TOP )
AREA OF BOTTOM
LENGTH * WIDTH =
150. 5 148 . 0 22274 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
180. 5 178 . 0 128516 (AREA OF MIDSECTION * 4 )
CU. FT. _ (AREA TOP + ( 4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
43784 . 0 128516 . 0 22274 . 0 1 . 7
Total Designed Volume Available = 324290 CU. FT .

5 . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike )
Length * Width =
216 . 5 214 .0 46331 .0 square feet
Buildings ( roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 46331 . 0 square feet
Design temporary storage period to be 180 days .
5A. Volume of waste produced
Feces & urine production in gal . /day per 135 lb. ALW 1 . 37
Volume = 167400 lbs . ALW/135 lbs. ALW 1 . 37 gal/day 180 days
Volume = 305784 gals . or 40880. 2 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 * 180 days storage/7 . 48 gallons
Volume = 0 . 0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7 .0 inches
Volume = 7 . 0 in * DA / 12 inches per foot
Volume = 27026 . 4 cubic feet
i.

5D. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot DA
Volume = 28956 . 9 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 40880 cubic feet
5B . 0 cubic feet
5C . 27026 cubic feet
5D. 28957 cubic feet
TOTAL 96864 cubic feet
6 . SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7 . 0 inches
25 year - 24 hour rainfall================_=> 7 . 5 inches
Freeboard===================================> 1 . 0 feet
Side slopes=================================> 3. 0 : 1
Inside top length===========================> 216 . 5 feet
Inside top width______________________ 214. 0 feet
Top of dike elevation=======================> 45 . 0 feet
Bottom of lagoon elevation================_=> 34 . 0 feet
Total required volume=======================> 264264 cu. ft.
Actual design volume========================> 324290 cu. ft.
Seasonal high watertable elevation (SHWT) ===> 0 . 0 feet
Stop pumping elev. ___________________________ 40. 0 feet
Must be > or = to the SHWT elev. ==========> 0 . 0 feet
Must be > or = to min . req. treatment el . => 40 .0 feet
Required minimum treatment volume===========> 167400 cu. ft.
Volume at stop pumping elevation============> 168474 cu. ft.
Start pumping elev. ====_____________ 43 . 3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 295333 cu. ft.
Volume at start pumping elevation===========> 294252 cu. ft.
Required volume to be pumped================> 67907 cu. ft.
Actual volume planned to be pumped==========> 125778 cu. ft.
Min. thickness of soil liner when required==> 1 . 6 feet
7 . DESIGNED BY: APPROVED BY:
DATE: DATE :
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS :

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Operator:MW 2 County: Duplin Date : 04/06/95
Distance to nearest residence (other than owner) : 0 . 0 feet
1 . AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish ) x 1417 lbs. = 0 lbs
0 sows ( farrow to feeder) x 522 lbs . - 0 lbs
3600 head ( finishing only) x 135 lbs . = 486000 lbs
0 sows ( farrow to wean) x 433 lbs . = 0 lbs
0 head (wean to feeder) x 30 lbs . = 0 lbs
Describe other 0
Total Average Live Weight = 486000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 486000 lbs . ALW x Treatment Volume (CF ) /lb. ALW
Treatment Volume (CF ) /lb. ALW = 1 CF/lb. ALW
Volume = 486000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
5
Volume = 0 .0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length ( feet) --------------------- 334 . 5
Inside top width ( feet) ----------------------- 287 . 0
Top of dike elevation ( feet) ----------------- 49 . 5
Bottom of lagoon elevation ( feet) ------------ 38. 6
Freeboard ( feet)----------------------------- 1 .0
Side slopes ( inside lagoon) ------------------ 2 . 8 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2 . 8 2 . 8 2 . 8 2 . 8 328. 9 281 . 4 9 . 9
AREA OF TOP
LENGTH * WIDTH =
328. 9 281 . 4 92552 (AREA OF TOP )
AREA OF BOTTOM
LENGTH * WIDTH =
273. 5 226 .0 61791 (AREA OF BOTTOM)
�. AREA OF MIDSECTION
LENGTH WIDTH * 4
301 . 2 253. 7 305613 (AREA OF MIDSECTION * 4 )
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] DEPTH/6
92552. 5 305613. 4 61791 . 0 1 . 6
Total Designed Volume Available = 758929 CU. FT .

5 . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike )
Length * Width =
334 . 5 287 . 0 96001 . 5 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 96001. 5 square feet
Design temporary storage period to be 180 days .
5A. Volume of waste produced
Feces & urine production in gal . /day per 135 lb. ALW 1 . 37
Volume = 486000 lbs. ALW/135 lbs. ALW * 1 . 37 gal/day 180 days
Volume = 887760 gals . or 118684 . 5 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 * 180 days storage/7 . 48 gallons
Volume = 0. 0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7 . 0 inches
Volume = 7 .0 in * DA / 12 inches per foot
Volume = 56000 . 9 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume -- 7. 5 inches / 12 inches per foot * DA
Volume = 60000. 9 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 118684 cubic feet
5B. 0 cubic feet
5C . 56001 cubic feet
5D. 60001 cubic feet
TOTAL 234686 cubic feet
6 . SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7 . 0 inches
25 year - 24 hour rainfall=============_===_
Freeboard------------===================_---_> 1 . 5 inches
-----�----'- 1 . 0 feet
Side slopes__________________ ->
Inside top length===========================> 334 . 5 feet
Inside top width============================> 287 . 0 feet
Top of dike elevation=======================> 49 . 5 feet
Bottom of lagoon elevation==================> 38 . 6 feet
Total required volume=======================> 720686 cu . ft.
Actual design volume=—==================_=> 758929 cu. ft.
Seasonal high watertable elevation (SHWT)===> 0. 0 feet
Stop pumping elev. _____________________ 45. 4 feet
Must be > or = to the SHWT elev. ==========> 0. 0 feet
Must be > or = to min. req. treatment el . => 44 . 6 feet
Required minimum treatment volume===========> 486000 cu . ft.
Volume at stop pumping elevation============> 488127 cu. ft.
Start pumping ______> 47 . 8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 698928 cu. ft.
Volume at start pumping elevation===========> 694976 cu. ft.
Required volume to be pumped================> 174685 cu. ft.
Actual volume planned to be pumped==========> 206849 cu. ft.
Min. thickness of soil liner when required==> 1 . 6 feet
7 . DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE : SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

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4
1perator:MW 3 County: Duplin Date : 04/06/95
listance to nearest residence (other than owner) : 0 . 0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish) x 1417 lbs . = 0 lbs
0 sows ( farrow to feeder) x 522 lbs. = 0 lbs
3600 head ( finishing only) x 135 lbs . = 486000 lbs
0 sows ( farrow to wean) x 433 lbs . = 0 lbs
0 head (wean to feeder) x 30 lbs . = 0 lbs
Describe other : 0
Total Average Live Weight = 486000 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 486000 lbs . ALW x Treatment Volume ( CF ) /lb. ALW
Treatment Volume ( CF ) / lb . ALW = 1 CF/ lb. ALW
Volume = 486000 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 . 0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length ( feet ) --------=------------ 242 . 0
Inside top width ( feet) ---------------------- 400 . 0
Top of dike elevation ( feet) ----------------- 49 . 5
Bottom of lagoon elevation ( feet) ------------ 38 . 5
Freeboard ( feet ) ----------------------------- 1 .0
Side slopes ( inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3. 0 3 . 0 3 . 0 236 . 0 394 . 0 10 . 0
AREA OF TOP
LENGTH * WIDTH =
236 . 0 394 . 0 92984 (AREA OF TOP )
AREA OF BOTTOM
LENGTH * WIDTH =
176 . 0 334 . 0 58784 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
206 . 0 364 . 0 299936 (AREA OF MIDSECTION 4 )
CU . FT . _ [AREA TOP + ( 4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
92984 . 0 299936 . 0 58784 . 0 1 . 7

i
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike )
Length * Width =
242 . 0 400 . 0 96800 . 0 square feet
Buildings ( roof and lot water)
0. 0 square feet Describe this area .
TOTAL DA 96800 . 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal . /day per 135 lb . ALW 1 . 37
Volume = 486000 lbs . ALW/135 lbs . ALW 1 . 37 gal/day 180 days
Volume = 887760 gals. or 118684 . 5 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 * 180 days storage/7 . 48 gallons
Volume = 0. 0 cubic feet per CF
5C . Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7 . 0 inches
Volume = 7 . 0 in * DA / 12 inches per foot
Volume = 56466 . 7 cubic feet
1

'�
5D. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot DA
Volume = 60500 . 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 118684 cubic feet
5B . 0 cubic feet
5C . 56467 cubic feet
5D . 60500 cubic feet
TOTAL 235651 cubic feet
6 . SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7 . 0 inches
25 year - 24 hour rainfall==================> 7 . 5 inches
Freeboard===================================> 1 . 0 feet
Side slopes=================================> 3 . 0 : 1
Inside top length===========================> 242 . 0 feet
Inside top caidth____________________________> 400 . 0 feet
Top of dike elevation=======================> 49 . 5 feet
Bottom of lagoon elevation==================> 38 . 5 feet
Total required volume=======================> 721651 cu . ft.
Actual design volume========================> 752840 cu. ft.
Seasonal high watertable elevation ( SHWT ) ===> 0. 0 feet
Stop pumping elev. __________________________> 45 . 5 feet
Must be > or = to the SHWT elev. ==========> 0 . 0 feet
Must be > or = to min. req. treatment el . => 44 . 5 feet
Required minimum treatment volume===========> 486000 cu . ft .
Volume at stop pumping elevation============> 490574 cu . ft.
Start pumping elev. _________________________' 47 . 8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 692340 cu. ft .
Volume at start pumping elevation===========> 688673 cu. ft.
Required volume to be pumped================> 175151 cu. ft.
Actual volume planned to be pumped==========> 198099 cu . ft .
Min . thickness of soil liner when required==> 1 . 6 feet
7 . DESIGNED BY : APPROVED BY:
DATE : DATE :
NOTE : SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS :

' . SHEET 1 OF 2
OPEPATION AND MAINTENANCE PLAN
t
rr►vu JL
This lagoon is designed for waste tesatment (permanent storakgs) and,
180 days of temporary storage, The time requires for the planned
fluid level #permaant and temporary etorsge) to the reacted y vary
due to site tonditions, weat(arj, flushing operation, and this amount
of fresh water added to the systaffi.
The designed temporary storage cgnsists cif 1bd days storage fors
U) waste -Peow ani+ftalw and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from.a given number of anim;&1 r will be
fairly c4onstadt throughout- the year and frorti year to years but excess
rainfall will vary from .year to year. Tho 25 year rainfall W.11 not
be a factor to consider i1n an ,annual pumping cycle; but this storage
volume must always be available.
A maximum elevation is determiner.} in each deefgn to begin
pumping And this is 4sublly the outlet invert of pipa(s) from
building(%). If thR butle+ pipe is hot installed st the elevation to
begin pumping, a permanent markorL must• be installed at this alevation
to Indicate when pumping should begin. ,kt elevation must be established
to stop pumping to maintain lagcwx treatment death.
Pumping can be started or stopped at any time betwben these two
61avatlo0s, for Opgrating convenience as site conditions permits such as
weath6r,$ 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 sets
center pivots guns, and traveling gun irrigat*on. Carta should be
taken when applying waste to prevent damage to craps.
The follow#ng items are to be tarried out;
1. it is strbngly rammm-ended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent exces"ve odors during
start-up. Fre-Charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
cQverod with effluent at all times, When procharging is completes
flush tmildings with recycled Aag liquid. Fresh water shduld not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This _
plan recommends sampling and testing bf waste (see attachment)
before land application.
3. Begirt temporary storage pump-out of the lagoon when fluid level
reaches the elevation jp"ft -as marked by pertaaci€?nt marker. - Stop pump-
out when the fluid level reaches elevation This temporary
storIng less 25 yr- 24 hr staring contains fs7h+j07"cubic feet or
gallons.

3
e
SHEET 2 OF 2
I
4. The recomom 0ed maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per haUr. Refer to the waste utilization plan for further details.
5. Keep vegetation an the embankment and areas adjacent to the s
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 facet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
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.
f
i

a
. SHEET 1 OF 2
6PERATIaN AND MAINTENANCE PLAN
�1 W ;L
This lagoon is designed for wasta teeat wnt (permanent storage) anti
180 days of temporary storage. The time required for the planned
fluid level J permanent and temporary ptoragv) tta be rapchad easy Vary
due to site tonditlonsg weather,, flushing operations, and this arpount
of fresh water added to the system.
The dssigned temporary storage ognsistp 61 lbo days storage forE
(1) waste from animals• and (2) excess rainfall after evaporation. Also
included is storage for the 25 year 24 hour stoma f9r the location.
The volume of waste geherated from.a given number of animAiii will be
fairly constant thr"hout- the year and from year to year,, but excess
ralnfai-1 will vary from year to year. The 25 year raini`alL will not
be a factor to consider in On Annual PURping cycle; but this storage
volume must always be Available.
A maximum elevation is determined in each design to begin
pumping and this is gsuikily the outlet invert of pipa(s) from
buildingCV), If the butlek 0106 is hpt installed at the elevation to
began pumping, a permanent marker must be installed at this eloVation
to indicate when pumping should Begin. An elevation must be established
to stop pimping to maintain lagoon 'treatment depth.
Pumping can be started or stopped at any time between these two
olevati.ods for operating convenience as site conditions permit, such as
weathsrr soilso crap, end equipment in order to apply waste without
runoff or leaching.
Land appl.icati.on of waste water is racggniaed as an acceptable
method of disposal. Methods of application include solid sets
center pivot¢ guns, and traveling gun irruption, Care should be
taken when applying waste to prevent damage to crops.
The following items are to be 'carried outs
1. It is strongly racopiended that the treatment lagoon be pre-
charged to 1/2 ii.'ts capacity to prevent excessive cedars during
start-up. Pry--cchargIng reduces the cancentration saf the Initial
waste entering the lagoon thsreby- reducing odors. Solids should be
cpversd with effluent at all times, When pe6charging is complete,
flush 1ssuildings with recycled .lager liquid. Fresh stater should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This `
plan recommend% sampling and testing of waste (see attachment)
before land application.
3. Begin tataporary storage puiftp-out of the lagoon when fluid level
reaches the elevation raoh .as maned by per_mariant mA. rker. - Stop pump--
out when the fluid level reaches elevation _!I&" -. This tamporary
storage, less 25 yr-- 24 hr storm, contains 17..11&krcubic feet or
gallons,

3
SHEET 2 OF 2
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. Refer to the waste utilization plan for further details.
f
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.
5. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
i
7. All surface runoff is to be diverted from the lagoon to Stable
outlets.
B. Keep a minimum of 25 Meet-of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Taste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
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.
I
f
i

a . SHEET 1 4F 2
OPERATION AND MA INTENAt4CF- PLAN
mw 3
This lagoon is designed for watts treatment (permanent storage) and
i80 slays of temporary stfisrage. The time re
qu#rpd for the :planned
fluid level 1parmanont 4rtd temporary storage] to be reochad may Crary
due to site -tonditi.ons, weathsara flushing operations, and the amount
of fresh water added to the system.
The dtasigne4 temporary storage consists of lbo days storagp- fora
•(l.} waste from animals and (2) excese rainfeLl after evaporation. Also
included is storage for the 25 year - 24 hour store fpr the location.
The volume of waste generated from.a giygn number of anim&l* will be
fately constatE# throughout. the year and frossi year to years but excess
rainfal x will vary from year to year,. 'the 25 year rainfal t wil.l not
be a factor to considar in on Annual Pumping cycle; but this stor°a,ge
volume, must always be avaf Table.
A maximum elevation is determiner) in each design to begirt
pumping and this- 48 usui}13y� the outlet invert of pipe(s) from
building(s). If he outlet Olga is i:qt installed At the elevation to
begin pumping, a permanent markermust• be i.nstalied at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon trest ent depth.
Pumping can be started or stopped at any time b4twaen these two
#ievat$_o es for operating convenience as site conditions permit, such as
weather} sailsf crop, and equipment In order to apply waste without
runoff or Teaching.
Land application .of waste water is recognized as an acceptable
method of disposal. Methods of application Include solid sets
center pivot, guns, and traveling gun irttggtion. Care should be
taken when applying waste to prevent damage to crops.
The followtng items are to be carried outs
1, It is strongly recop(tsended that the treatment lagoon be pre-
charged to 1/2 i.ts cap&gity to prevent oxces"ve bdors during
start-up. Pre--charging reduces the concentration of the initial
waste enuring the lagoon thiareby reduang adorlsa Solitls should be
covered with effluent at all times. When pt-acharging is comple+e,
flush buildings with recycled .lagoon liquid. Fresh stater should not
be usbd for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This _
plan recommends sampling and testing bf waste (see attachment)
before land application.
3. PegRsc temporary storagge pump-out of the lagoon when fluid leval
reaches than elevation Xpi• as marked by p rcctaciertt atatrker. Stop Rump-
out when the fluid level reaches elevaatton This tamporary
storm, less 25 yr- 24 hr storm, contains icubic feet or
gallons. j7��ls/

SHEET 2 OF 2
4. The recomwhded maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the toasts utilization plant for further details.
z
5. Keep vegetation on the embankment and areas adjacent to the
lagoon moved 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. {haste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
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.
i
i
3

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, 2024, 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 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310012
2. Facility Name: Whaleys Family Farms LLC
3. Permittee's Name(same as on the Waste Management Plan): Monk Whaley
4. Permittee's Mailing Address: PO Box 515
City: Beulaville State: NC Zip: 28518
Telephone Number: 910-298-3646 Ext. E-mail:
5. Facility's Physical Address: 673 Quinn Store Rd
City: Beulaville State: NC Zip: 28518
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner): Greg Brown
8. Farm Manager's telephone number(include area code): 910-296-3518 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Mu hhy-Brown LLC
10. Operator Name(OIC): Gregory W.Brown Phone No.: 910-298-3646 OIC 4: 19631
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 8,440
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 Lagoons,Digesters and Waste Storage Ponds(WSP):(FillNerify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 Lagoon 4/6/1995 Full,clay 324,290.00 46,331.00 19.50
2 Lagoon 4/6/1995 Full,clay 758,929.00 96,001.00 19.50
3 Lagoon 4/6/1992 Full,clay 752,840.00 96,800.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email 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
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name(Print): Title: Y1C
Signature: Date:
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636