310467_Application_20240402

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,
l . Certificate Of Coverage Number: AWS310467
2. Facility Name: King Farms K-4 & K-5
3. Petmittee's Name (same as on the Waste Management Plan): Craig King
4. Permittee's Mailing Address: 126 Garland King Rd
City: Teachev State: NC
Telephone Number: 910-285-2692 Ext. E-mail:
5. Facility's Physical Address: 171 W W Whaley Ln - K5
City: Teachev State: NC
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner): Craig King, Jr
8. Farm Manager's telephone number (include area code): 910-285-2920 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): MurPhv-Brown LLC
10. Operator Name (OIC): Vincent Craig King Jr. Phone No.: 910-285-2692
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 1,280
Swine - Wean to Finish 2,632
Oneration Tvnes:
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrowia.Einish
Milk Cow
Pullets
eeder to Finish
Dry Cow
Turkeys
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
Zip: 28464-9736
Zip: 28464
OIC #: 990014
Other Tvnes
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
K4
Lagoon
1/1/1991
Full, clay
488,026.00
59,466.00
19.50
K5
Lagoon
1/1/1990
Full, clay
287,129.00
39,946.00
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 C MP must include the following components:
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 MRCS Standard specifications
A site map/schematic
Emergency Action Plan
�4,lnsect Control Checklist with chosen best management practices noted
. Odor Control Checklist with chosen best management practices noted
4-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
ac urate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
pplicable to your facility.
. 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): Y c •1 n�sc -T-&- .
Signature: : /Vc ��
Name (Print):
Signature:
Name (Print):
Signature:
Title: 0 L) pw,r'
Date: .J Z 8 — Z Y
Title:
Date:
Title:
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

1,860 animals X =3870968 (tons) waste/animal/year =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
1,860 animals X U09677419 lbs. PAN/animal/year =
Guide Std. 633) _
6,666 (tons) waste/year.
6,714 lbs. PAN/year. (PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field* Soil Crop Lbs. N Acres Lbs, N Month of
Dar IlcrP Utilized Aonlication
T3471
3
NoA
Bermuda(G)
255
2.57
655.35
March - Sept.
T3471
4
NoA
Bermuda(G)
255
4.19
1068.45
March - Sept.
T3471
5
NoA
Bermuda(G)
255
3.41
869.55
March - Sept.
T3511
6
NoA
Bermuda(G)
255
2.58
657.9
March - Sept.
T3511
7
3-7*
NoA
NoA
Bermuda(G)
Small Grain
265L
50
1.81
4.39
461.55
219.5
March - Seet.
Sept. - April
T3471
1
NoA
Wheat
144
6.67
960.48
Sept. - April
T3471
T3471
1
1
NoA
NoA
Corn
Soybeans
130
150
6.67
6.67
867.1
1000.5
March - August
June - Sept.+
T3471
2
NoA
IWheat
144
6.67
960.48
Sept. - April
T3471
T3471
2
2
NoA
NoA
I Corn
ISoybeans
130
150
6.67
6.67
nT r1A
867.1
1000.5
C -1CA .2r1
March - August
June - Sept.+
-*
*see narrative for small grain details **based on annual average for
two vear rotation on fields 1.2
*This N is from animal waste only. if nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
--AlOTE: The applicator is cautioned that P and K may be over applied while meeting the N
. equirements. Beginning In 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

- - �.
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only If operator does not own adequate land [see
Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre* Utilized Application
Total
* See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 27.91 6,760
Table 2 0.00
Total 27.91 6,760
Amount of N Produced 6,714
Surplus or Deficit 46
NOTE: The waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nufrlent or other elements.
Page 3

see attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
Rate r) Amouni
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL
BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation 'see lagoon desicln.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation: This is a "wetted acres" plan, combining two existing tacimes.____�
Each pull is listed as a field. Only 4.39 acres of bermuda must be overseeded In small grain each
year. More may be planted if desired but only 4.39 acres Is required.
Page 4

REQUIRED SPECIFICATIONS
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.
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 waste, he/she shall provide a copy 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 facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application 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 that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip),
Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland, When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
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 pending should occur in order to control odor or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

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 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of 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 from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other properly 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 wetlands
provided they 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 courses 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.
Page 6

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 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
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (6) years.
�A]
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
Craig King
King Farms K-4 & K-5
126 Garland King Rd
Teachey,NC 28464-9736
NORTH CAROLINA
Environmental Quality
February 12, 2024
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non -Discharge General
Permits. you must submit an application for hermit coverage to the Division of Water Resources (DWR) by April 3. 2024,
Enclosed you will find a "Request for Certificate of Coverap-e for Facility Currently Covered by an Expiring State
Non -Discharge General, Permit;" The anplication form must be completed, signed by the Permittee, and returned to the DWR by
April 3, 2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699 1636
Email: animal.operations deq.nc.gov
phone: [phone]
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to S25,000 per day.
Copies of the animal waste operation State Non -Discharge General Permits are available at
www.deg.nc.gov/animal2ermits2024. General permits can be requested by writing to the address above.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
Michael Pjetraj, Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non -Discharge
General Permit
NarthCaroliaaDapuMeatofEacironmaaralQ.bls Dilisiouaftt'atarR.O.Ia
-''D_ 512 North 5all%bw7 Strad 1630 ]tail San -ice Canter Raleigh, North Carolina 2"699.1636
9197013129

This phut will be implemented in the event that ataitnal W-Untre or ingoou effluent froxn your
operation is leaking, overflowing, or running off the site:
Step (1) Stop the release or flow of manure/effluent.
Step (2) Assess the extent of the spill and note any obvious damages.
Step (3) Contact appropriate personnel and agencies.
King Farms 910--285-2692 (See Laird & Nutrient Management
phone list attached.)
Department of Environmental Management (DEM) Regional Office: -
/6--99 - .390&
DEM after hours emergency: 919-733-3942
Local Emergency Management System: q l0 - z q '�-_ a / � 4
Local Natural Resource Conservation Service: t? h9
Local Cooperative Extension Service: �� ` z 9�0 - a /�z 3
Local Soil and Water Conservation District:
Local dirt-moving/heavy equipment companies:
Name Phone #
1. > i'/✓ FfJ��%5 �/O-2 S- �269Z
2. _ TToe ,',15,y9 Ag A--' 4 So W Q- -3 8,.6"7
3.
Local contract pump equipment companies:
Name
1.
2.
3.
Phone #
Step (4) implement procedures as advised by 1KF , DEM, and technical assistance
agencies to rectify the damage, repair the system, and reassess the nutrient
management plan to prevent future problems.
4

A
E EMERGENCY ACTION PLAN
Using this outline as guidance, you should develop a specific emergency action plan for
your waste handlin s stem. This plan will be implemented in the event that wastes from
yy
! your operation'are ea ing, overflowing, or running off the 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 available to all employees at the facility, as accidents, leaks, and breaks could
happen at any time. Your plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or
may not be possible. Suggested responses to problems are listed below:
a. Lagoon overflow —possible solutions are:
add soil to berm to temporarily increase elevation of dam —any
permanent alteration of the dam should be approved by a
qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waterers) —hold waste in
house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: These activities should be started when your lagoon level has exceeded the
temporary storage level.
b. Runoff from waste application field —actions include:
immediately stop waste application
r� create a temporary diversion or berm to contain the waste on
the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
close valves to eliminate further discharge
I — separate pipes to create an air gap and stop flow
i flush system, houses, solids separators —actions include:
— stop recycle (flushing system) pump
-- stop irrigation pump
make sure no siphon effect has been created
separateA
pes to create an air gap and stop flow
' d. leakage from base or ewall of lagoon. Often these are seepage as
opposed to flowing leaks —possible action*:
di a small well or ditch to catch all seepage, put in a
submersible pump, and pump back into lagoon
if holes are caused by burrowing animals,trap or remove
animals and fill holes and compact with a clay type soil
other holes may be likewise temporarily plugged with clay soil
*Lagoon problems require the consultation of an individual
experienced in the design and installation of lagoons for permanent
repair measures.

,— 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?
3. Contact appropriate agencies.
a. During normal business hours, call your DEM regional office, at
910-395-3900, after hours, emergency number: 919-733-3942.
Your phone call should include: your name, facility, telephone
number, the details of incident from item 2 above, the exact
location of the facility, and the location or
direction of movement of the spill, weather and wind
conditions, what corrective measures have been under taken,
and the seriousness of the situation.
b. If spill leaves, or"is likely to leave, property or enters surface
waters, call local emergency management services (EMS) at 910-296-
2160.
C. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation District
Natural Resources Conservation Service office at 910-296-2121,
and Cooperative Extension Service at 910-296-2143for
advice/technical assistance.
e. If you are a contract swine grower associated with a swine company
integrator, contact the company representative.
,--, 4. implement procedures as advised by DEM 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.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458
KENANSVILLE, NORTH CAROLINA 28349
910-296-2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277
KENANSVILLE, NORTH CAROLINA 28349
910-296-2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909
KENANSVILLE, NORTH CAROLINA 28349
910-296-2160
DIVISION OF ENVIRONMENTAL MANAGEMENT
127 CARDINAL DRIVE EXT
WILMINGTON, NORTH CAROLINA 28405-3845
910-395-3900

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
oolide from gutters ea 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 6-6 Inches over more than
30% of surface.
Excessive Decaying vegetation
(✓)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
O 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).
/"1
Feed Storage Accumulation of feed () Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() 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

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.
(Lan own r 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 Management Methods
indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
ElBurial three feet beneath the surface of the ground within 24 hours of knowiedge 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.
Landfill at municipal solid waste facility permitted by NC DEQ under CAS 15A NCAC
13B .0200.
U,7 Rendering at a rendering plant licensed under G.S. 106-168.7.
0 a Complete incineration according to 02 NCAC 62C .0102.
® A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and 'a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead anlmal'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-speoific 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.
o 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.
o 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. 106-399A.
Signatur of, Farm Owner/Manager Date
Y \�
-� Signature of Technical Speclafis Date

Grower: K-5 Craig King Designed By: JR Vinson
Address: 0 Checked By: TK
Teachey, NC Date: 01 /29/10
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall In Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12In./ft
Vol.= (38948 sq.ft. + 0 sq.ft.) * 7 in. /12 In./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 22,720
Storm Storage:
Vol.=(Lagoon Surf. Area + Addri Drainage Area) * 25Yr./24Hr. Storm(in) / 121n./ft.
Vol.= (38948 sq.ft + 0 sq.ft.) * 7.5 In. /12 In./ft.
Total Required Volume for 25Y0241-1r. Storm Event (cu.ft)a 24,343
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt`I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Val.= (38948 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. / 241-1r. Storm +'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) _
Total Required Permanent Storage
(Treatment + Sludge) _
TOTAL REQUIRED VOLUME = 262062 (CU.FT.)
0. Box
24,343 (CU.FT)
64,919 (CU.FT)
172,800 (CU.FT)

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• Grower: K-5 Craig King Designed By: JR Vinson
Address: 0 Checked By: TK
Teachey, NC Date: 01/29/10
County: Du Iin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 241-1r. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
60.00 FT.
------ «--« Not Al Applicable
-------- 49.00 FT.
« _--«--- Not Applicable
48.31 FT.
45.56 FT.
----------------- Not Applicable
0.00
-----------------_ 38.00 FT.
------------------ 310.00 FT.
------------ ----- 125.64 FT.
------------------- 3:1 H:V
------------------- 38,948 SF
1.8 FT.
------ «----- __ 1.00 FT.
------ __---- ___ 180 Days
TOTAL DESIGN VOLUME = 287129 (CU.FT.)
Treatment / Sludge Storage Zone Depth -------- --- 7.6 FT.
Temporary Storage Zone Depth ----«----- 2.8 FT.
Freeboard / Storm Storage Zone Depth --- -------- 1.7 FT.
Total Lagoon Depth ----------- 12.0 FT.

Grower: K-5 Craig King Designed By: JR Vinson
Address: 0 Checked By: TK
Teachey, NC Date: 01/29/10
Coun . Du lin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
Murphy -Brown, LLC Engineering P.O. Box 858,
9

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 l early fail 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
r---� 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 tilling 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 aH surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that

hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an 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.
• 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 g g 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 I 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.
5

'�' • 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:
• 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
6

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

M1'S::w
gy d
Name of Farm:
Owner/ Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation. District and will be
available for review by DEM upon request.
Name of Facility Owner: CYc"'
(Please print)
Signature: Date:
Name of Manager (If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) Kraig A. Westerbeek
Affiliation: Murphy Family Farms
Address (Agency): P.O. Box 759
Rose Hill, NC 28458
Signature: Date: -7 - :S`
0 -0.._
7
Page 8

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Grower: K-4 Craig King Designed By: A Vinson
Address: 0 Checked By: TK
Teachey, NC Date: 01/29/10
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 241-1r. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
------------------ 50.00 FT.
Not Al Applicable
-«--«--- - 49.00 FT.
--------»-«------ Not Applicable
48.33 FT.
45.48 FT.
-«------- Not Applicable
0.00
38.00 FT.
-_ ------ ---------- 318.00 FT.
---------------- 187.00 FT.
-------- 3:1 H:V
69,466 SF
1.8 FT.
-«____-- ---_-- 1.00 FT.
------------------- 180 Days
TOTAL DESIGN VOLUME = 488026 (CU.FT.)
Treatment / Sludge Storage Zone Depth ----------- 7.5 FT.
Temporary Storage Zone Depth ----------- 2.9 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.7 FT.
Total Lagoon Depth ----------- 12.0 FT.

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Grower: K-4 Craig King Designed By: JR Vinson
Address: 0 Checked By: TK
Teachey, NC Date: 01/29/10
County: Du lin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
Incr. Vol. Cu. FT)
Cumui. Vol. (Cu. FT)
38.00
32,766
0
39.00
34,716
33,741
33,741
40.00
36,716
35,716
69,457
41.00
38,766
37,741
107,198
42.00
40,866
39,816
147,014
43.00
43,016
41,941
188,955
44.00
45,216
44,116
233,071
45.00
47,466
46,341
279,412
46.00
49,766
48,616
328,028
47.00
52,116
50,941
378,969
48.00
54,516
53,316
432,285
49.00
56,966
55,741
488,026
50.00
59,466
58,216
546,242
These volumes were calculated using
the vertical average end area method.
TOTAL REQD VOL
448,451 CF
CUMULATIVE
VOL,
ZONE VOL.
108.82%
END PUMP = = = =
45.48 FT
302,748 CF
TR'MT
302,748
100.02%
START PUMP = =:
48.33 FT
450,880 CF
TEMP
147,932
136.21 %
MAX STORAGE =
49.00 FT
488,026 CF
STORM
37,346
100.48%
Murphy -Brown, LLC Engineering P.O. Box 856 ,Warsaw, NC 28396 [phone]

Grower: K-4 Craig King Designed By: JR Vinson
Address: 0 Checked By: TK
ITeachey, NC Date: 01/29/10
P-mInfir niiniin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storacie:
Required Treatment Volume:
An:i 1 mal Type caea=9 ALIW (cu.ft./lb)= o a
Nursery
0
30
1.00
0
Wean to Finish
2,632
115
1.00
302,680
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Sludge Stara a Volume:
Total Required Treatment Volume (cu. ft.)=
302,680
nimal Type capacity cu. ./lb Total
Nursery
0
30
0.00
0
Wean to Finish
2,632
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
_Temporary Storage Volume:
Manure Production:
Animal Type Capacity Sto. Period . da = Total
Nurse
0
180
0.30
0
Wean to Finish
2,632
180
1.17
552,895
Finishing0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
01
180
5.30
1 0
Farrow to finish
0
1 180
14.38
0
Boars
01
180
1 4.06
0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
aac,ayo
73,917
Animal ype Capacity Sto. Period d. a = ota
Nurse
0
180
0.00
0
Wean to Finish
2,632
180
0.00
0
Finishing0
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
1 0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
0

Grower. K-4 Craig King Designed By: JK vinson
Address: 0 Checked By: TK
Teachey, NC Date: 01/29/10
nn„nty*. Dublin Sheet 4 of 7
Tem ora Stoma a Volume: Cont.
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area)' Rainfall / 121n./ft
Vol.= (59466 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 34,689
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Y0241-1r. Storm(In) / 12in./ft.
Vol.= (59466 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.124Hr. Storm Event (cu.ft)= 37,166
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (59466 sq.ft + 0 sq.ft.) * 0.0 In. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required 0
0
Total Required Storm Storage
(25Yr. / 241-1r. Storm +'Heavy Rain')= 37,166 (CU.FT)
Total Required Temporary Storage
(Manure Prod. +Excess Fr. Water +Rainfall Excess +Additional Water Storage) _
108,605 (CU,FT)
Total Required Permanent Storage 302,680 (CU.FT)
(Treatment + Sludge) _
TOTAL REQUIRED VOLUME = 448451 (CU.FT.)

urower: K-4 Lraig King Designed By: JR Vinson
Address: 0 Checked By: TK
Teachey, NO Date: 01/29/10
County: Du lin Sheet 7 of 7
This livestock waste treatment lagoon Is designed In accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
original certification of the farm.
This design converts from 580 hd Farrow to feeder to Wean to Finish spaces.
LLC Engineering P.O. Box 856,
(910)

Address:
Teachey, NC
DUDIM
Checked By: TK
Date:
Sheet 1 of 7
01 /29/10
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: — 0
Wean to Finish: 0
Finishing: -------- 1280 Hd.
Farrow to weanling: ----- 0
Farrow to feeder: ---- 0
Farrow to finish: 0
Boars: ---------«------ 0
Storage Period: -------•---------- 180 Days
25 Yr. / 24 Hr Storm Event ------------------- 7.5 In.
"Heavy Rain" Factor Not Applicable
Rainfall in Excess of Evaporation ---------- 7.0 In.
Additional Water Usage: ----------- 0
Additional Drainage Area: ------------------- 0
LAGOON INFORMATIO
Is Lagoon Designed as an Irregular Shape?
(YIN) --- ----
N
Does Operator Want Emergency Spillway?
(YIN) ------------
N
Was This Design Built Prior to Sept. 1996?
(Y/N)------------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)----------
N
Seasonal High Water Table Elev:---------------
0.00
Freeboard:--
1.0
Ft.
Emergency Spillway Flow Depth: Not Applicable
Side Slopes:
2.5
:1 (H:V)
Inside Top Length: ----------------
310.0
Ft.
Inside Top Width: -------------------
125.6
Ft.
Top of Dike Elevation: ---------------
Depth
50.00
Ft.
Finished Bottom Elevation: --------------
12.00
Ft.
38.00
Ft.
Start Pump Elevation:
20.28
In.
48.31
Ft.
Stop Pump Elevation: ------------
63.28
In.
45.56
Ft,
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
1% REQ'D.
Storm Stor = 24343 (Cu.Ft.)
24,663
(Cu.Ft.)
101.32%
Temporary = 64919 (Cu.Ft.)
89,433
(Cu.Ft.)
137.76%
Permanent = 172800 (Cu.Ft.)
173,032
(Cu.Ft.)
100.13%
Total Volume = 262,062 (Cu.Ft.)
287,129
(Cu.Ft.)
109.57%
112 Treatment Volume = 86,400 (Cu.Ft.)
1/2 Treatment Volume Elevation = 42.33 Ft.
90 Temporary Storage Volume Elevation = 47.04 Ft.
Min. Required Liner Thickness -------------------
Lagoon Surface Area: (Inside TOD)
92.10 In.
35.56 In.
1.8 Ft.
36,948 S.F.
Murphy -Brown, LLC Engineering P.O. Box 656,Warsaw, NC 28308 [phone]

rower. - Craiging Designed By: jK vinson
Address: 0 Checked T 01I29/10
Teachey, NC
County: Du lin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area SF
38.00
16,410
39.00
18,013
40.00
19,666
41.00
21,370
42.00
23,123
43.00
24,926
44.00
26,779
45.00
28,682
46.00
30,636
47.00
32,639
48.00
34,692
49.00
36,795
50.00
38,948
Incr. Vol. C__�_u. FT)
17,212
18,840
20,518
22,246
24,024
25,853
27,731
29,659
31,637
33,665
35,744
37,872
Cumul. Vol. (Cu. FT)
0
17,212
36,051
56,569
78,816
102,840
128,693
156,423
186,082
217,720
251,385
287,129
325,000
These volumes were calculated using
the vertical average end area
method.
TOTAL REQD VOL
262,062
CF
CUMULATIVE
VOL.
ZONE VOL.
109.57%
END PUMP = = = =
45.56
FT
173,032 CF
TR'MT
173,032
100.13%
START PUMP = =
48.31
FT
262,466 CF
TEMP
89,433
137.76%
MAX STORAGE =
49.00
FT
287,129 CF
STORM
24,663
101.32%
Murphy -Brown, UC Fnginaaring P.O. Box 856 ,Warsaw, NC 28398 [phone]

Grower: K-5 Craig King Designed By: JR Vinson
Address: 0 Checked By: TK
Teachey, NC Date: 01/29/10
MI miin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
An Mal TAe capacity TLW (cu.ft.Ab)= ota
Nurse
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
1,280
135
1.00
172,800
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
J -JA AAA
Totai Kequirea t reatment vviumu %vu. -.1—
Sludge Storage Volume:
pima T e Capacity A cu. t. = o a
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
Farrow to weanling
1,280
0
135
433
0.00
0.00
0
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,447
0.00
0
Boars
0
1 400
0.000
0
n
7 otai Kequirea mouse atvrauv V w1mil— tau. I%.r-
_Temporary Storage Volume:
Manure Production:
4.._- -nnarr AM Perio av - Tota
,....,..... .�r,.
Nursery
--.
0
180
0.30
0
Wean to Finish
0
180
1.17
0
Finishing
1,280
180
1.37
315,648
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
1 180
4.06
0
Tntal Manure Production
(gals.)= 315,648
Total Manure Production (cu.ft.)=
Excess Fresh Water:
42,199
pimaType acity' Sto. Period d.lday) = i otal I
Nursery
0
180
0.00
0
Wean to Finish
0
180
0.00
0
Finishing
1,280
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
180
0.00
0
n
Totai r-resn water cxcasa Wcaia.i--
Total Fresh Water Excess (cu.ft.)=
I

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
Craig King
King Farms K-4 & K-5
126 Garland King Rd
Teachey, NC 28464-9736
NORTH CAROLINA
Environmental Quality
February 12, 2024
l�r~GE11fED
APR 0 3 2024
:'I(; R:-OIDWR
Subject: Application for Renewal of Coverage for Expiring State General Permit Centrai C
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non -Discharge General
Permits, you must submit an application for permit coverage to the Division of Water Resources I DWRI bl April 3, 2024.
Enclosed you will find a "Request for Certificate of Coverage for Facility Currently Covered by an Expiring State
Non -Discharge General Permit." The application form must be completed. signed by the Permittee,,and returned to the DWR by
Auril 3. 2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699 1636
Email: animal.onerationsAdea.nc.gov
phone: [phone]
Please note that you must include one (1) com° of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to $25,000 per day.
Copies of the animal waste operation State Non -Discharge General Permits are available at
www.deg.ne.gov/animalpermits2024. General permits can be requested by writing to the address above.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
Michael Pjetraj, Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non -Discharge
General Permit
North Carolina Department ofEndroamentalQualit_r• Dirision of Water Resources
• S12 North Salisbury ShM 163611failSeniteCeuW Raleigh, North Carolina 27699.1636
"`x 919 7079129

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: AWS310467
2. Facility Name: King Farms K-4 & K-5
3. Permittee's Name (same as on the Waste Management Plan): Craig King
4. Permittee's Mailing Address: 126 Garland King Rd
City: Teachev State: NC
Telephone Number: 910-285-2692 Ext. E-mail:
5. Facility's Physical Address: 171 WW Whaley Ln - K5
City: Teachev
State: NC
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner): Craig King, Jr
8. Farm Manager's telephone number (include area code): 910-285-2920 Ext.
9. Integrator's Name (if there is not an Integrator, write 'None"): Murphy -Brown LLC
10. Operator Name (OIC): Vincent Craig King Jr. Phone No.: 910-285-2692
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Swine - Wean to Finish
Operation Types:
Swine
Wean to Finish
Wean to Feeder
Farro nish
Ylwee'd-er to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
Allowable Count
1,280
2,632
Dry Poultry
Non Laying Chickens
Laying Chickens
Pullets
Turkeys
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers
Zip: 28464-9736
Zip: 28464
OIC #: 990014
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
K4
Lagoon
1/l/1991
Full, clay
488,026.00
59,466.00
19.50
K5
Lagoon
l/l/1990
Full, clay
287,129.00
39,946.00
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 C must include the following components:
The most recent Waste Utilization Plan (WUP), sinned bN 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
A site map/schematic
Emergency Action Plan
Insect Control Checklist with chosen best management practices noted
Odor Control Checklist with chosen best management practices noted
4-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
ac urate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
pplicable to your facility.
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): V c .. r Title:a,�
Signature: ! Date: "
Name (Print):
Signature:
Name (Print):
Signature:
Title:
Date:
Title:
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

i�X, i, .¢
W T fZAT �:..
1,860 animals X 3,583870968 (tons) waste/animal/year =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
1,860 animals X 3,609677419 lbs. PAN/animal/year =
Guide Std. 633) -
6,666 (tons) waste/year.
67714 lbs. PAN/year. (PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1;
ACRES OWNED BY PRODUCER
Tract
Field*
Soil
Crop
Lbs. N
Acres
Lbs. N
Month of
#
No.
Type
Per Acre
Utilized
Application
T3471
3
NoA
Bermuda(G)
255
2.57
655.35
March -Sept.
T3471
4
NoA
Bermuda(G)
255
4.19
1068.45
March - Sept.
T3471
5
NoA
Bermuda(G)
255
3.41
869.55
March - Sept.
T3511
6
NoA
Bermuda(G)
255
2.58
657.9
March - Sept.
T3511
7
NoA
Bermuda(G)
255
1.811
461.55
March - Sept.
3-7*
NoA
Small Grain
50
4.39
219.5
Sept. - April
T3471
1
NoA
Wheat
144
6.67
960.48
Sept. - April
T3471
1
NoA
Corn
130
6.67
867.1
March - August
T3471
1
NoA
Soybeans
150
6.67
1000.5
June - Sept.+
T3471
2
NoA
Wheat
144
6.67
960.48
Sept. - April
T3471
2
NoA
Corn
130
6.67
867.1
March - August
T3471
2
NoA
Soybeans
150
6.67
1000.5
June - Sept.+
Total
27.91
6,760.30
**
'see narrative
for small grain details
annual average for
"based on
two vear rotation
on fields 1.2
*This N is from animal waste only.
If nutrients from other sources such
as commercial
fertilizer are
applied, they must be accounted for.
N must be
based on realistic
yield
exaectation.
^+IOTE: The applicator is cautioned that P and K may be over applied while meeting the N
- equirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

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-•.,
F1IAT :.�3L��ZTi N.. _
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only If operator does not own adequate land [see
Required Specification 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre" Utuizea Application
Total
* See footnote for Table 1.
Totals from above Tables
r Acres Lbs. N
Utilized
Table 1 27.91 6,760
Table 2 0.00
Total 27.91 6,760
Amount of N Produced 6,714
Surplus or Deficit 46
NOTE. The Waste utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (In/Hr) Amount (In.
NoA Bermuda 0.5 .5-1.0
3-7
1,2 NoA Row Crops 0.5 .5-1.0
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE WILL
BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation 'see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation: This is a "wetted acres" plan, combining two )xisting facilities.
Each pull is listed as a field. Only 4.39 acres of Bermuda must be overseeded in small grain each
year. More may be planted if desired, but only 4.39 acres is required.
Page 4

N'P�a X-�
REQUIRED SPECIFICATIONS
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 waste, he/she shall provide a copy 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 facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application 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 that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip),
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
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 or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface Is frozen.
Page 5

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 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of 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 from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the 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 wetlands
provided they 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 courses 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.
Page 6

• 'ter .
i-'
+. _
'f �
r 1�j�j�� ��
4010
1L
s ,,
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.
r-
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 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
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (6) years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

,... ' .a''✓d1Y i."kfr� .''.'.:!?,R.®.-`
Name of Farm:
1/\`A+_5
Owner / Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm, The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation. District and will be
available for review by DEM upon request.
Name of Facility Owner:
(Please print)
Signature: Date:
Name of Manager (If different from owner):
Signature:
Date:
Name of Technical Specialist: (Please Print) Kraig A. Westerbeek
Affiliation: Murphy Family Farms
Address (Agency): P.O. Box 759
Rose Hill, NC 28458
Signature: Date:
r7
Page 8
14 ._ .5' r-a -,;L,

. . . . . . . . . . . . . . .
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'71773

Grower: K-4 Craig King Designed By: JR Vinson
Address: 0 Checked By: TK
Teachey, NC Date: 01/29/10
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 241-1r. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
TOTAL DESIGN VOLUME = 488026 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
Total Lagoon Depth
P.
50.00
FT.
Not Al Applicable
49.00
FT.
Not
Applicable
48.33
FT.
45.48
FT.
Not
Applicable
0.00
38.00
FT.
318.00
FT.
187.00
FT.
3:1
H:V
69,466
SF
1.8
FT.
1.00
FT.
180 Days
7.5 FT.
2.9 FT.
1.7 FT.
12.0 FT.
(910)

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Grower: K-4 t.raig rein
Address: 0
Teachey, NC
Countv: Duplin
jesignea by:
Checked By:
Date:
Sheet 2 of 7
JFK vinson
TK
01 /29/10
ACTUAL DESIGN
VOLUME CALCULATIONS
BASE VOLUME:
Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation [FT.J
Area SF)
Incr. Vol. (Cu. F) Cumul, Vol. (Cu. FT)
38.00
32,766
0
39.00
34,716
33,741
33,741
40.00
36,716
35,716
69,457
41.00
38,766
37,741
107,198
42.00
40,866
39,816
147,014
43.00
43,016
41,941
188,955
44.00
45,216
44,116
233,071
45.00
47,466
46,341
279,412
46.00
49,766
48,616
328,028
47.00
52,116
50,941
378,969
48.00
54,516
53,316
432,285
49.00
56,966
55,741
488,026
50.00
59,466
58,216
546,242
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOL 448,451 CF CUMULATIVE VOL.
ZONE VOL
END PUMP = = = =
45.48
FT
302,748
CF
TR'MT
302,748
START PUMP = =:
48.33
FT
450,680
CF
TEMP
147,932
MAX STORAGE =
49.00
FT
488,026
CF
STORM
37,346
108.82%
100.02%
136.21 %
100.48%
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398
[phone]

Grower: K-4 Craig King Designed By: JR Vinson
Address: 0 Checked By: TK
Teachey, NC Date: 01/29/10
County: Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Sludge Stc
jTknimal Type Capaci cu. L/lb) 101a
Nursery
0
30
1.00
0
Wean to Finish
2,632
115
1.00
302,680
Finishing
0
135
1.00
0
Farrow to weanlin
0
433
1.00
0
Farrow to feeder
0
522
1 1.00
0
Farrow to finish
0
1,4171
1.00
0
Boars
0
400
1 1.00
0
Total Required 7 reatment volume tcu. rt.)=
17 &,VVV
gage voiume:
Animal Type apacity
Nursery
0
30
0.00
0
Wean to Finish
2,632
115
0.00
0
Finishing
0
135
0.00
0
Farrow to weaniing
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
Boars
0
0
1,417
400
0.00
0.000
0
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
u
Animal Type CapaciFy Sto. PerioJ./day) = Total
Nursery
0
180
0.30
0
Wean to Finish
Finishing
2,632
0
180
180
1.17
1.37
552,895
0
Farrow to weaniing
Farrow to feeder
Farrow to finish
0
0
0
180
180
180
4.39
5.30
14.38
0
0
0
Boars 180
4.06
01
Excess Fresh Water:
Anim
Wean to Finish
Finishing
Farrow to weanlin
Farrow to feeder
Farrow to finish
Boars
LLC Englnooring
Total manure rroauctFon tgal5q
Total Manure Production (cu.ft.)=
a
e
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
P.n_ Box 1956. Warsaw NC 28"
73,917
U
n
0
0
434

Grower.
I Address:
Cou
K-4 Craig King
0
Teachey. NC
DuDlin
Tem orar Stor a Volume: Cont.
Ghecked By:
Date:
Sheet 4 of 7
jK vin5on
TK
01/29/10
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area)' Rainfall / 12in./ft
Vol.= (59466 sq.ft. + 0 sq.ft.) " 7 in. /12 in./ft. 34,689
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Y0241-1r. Storm(in) / 121n./ft.
Vol.= (59466 sq.ft + 0 sq.ft.) ` 7.5 in. /12 in./ft. 37,166
Total Required Volume for 25Y0241-11r. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (59466 sq.ft + 0 sq.ft.) ` 0.0 in. /12 in./ft. 0
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required 0
0
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')=
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) _
Total Required Permanent Storage
(Treatment + Sludge) _
TOTAL REQUIRED VOLUME = 448451 (CU.FT.)
wn,
37,166 (CU.FT)
108,605 (CU.FT)
302,680 (CU.FT)

Grower: K-4 Craig King Designed By: JR Vinson
Address: 0 Checked By: TK
Teachey, NC Date: 01/29/10
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE, See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
oriainal certification of the farm.
This design converts from 580 hd Farrow to feeder to Wean to Finish spaces.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

urower: K-b Craig King
Address:
Teachey, NC
Countv: DuNin
designed By: jK vinson
Checked By: TK
Date:
Sheet 1 of 7
01 /29/10
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: ------ ------------ 0
Wean to Finish: --- ---------------- 0
Finishing: --- --------- ----- 1280 Hd.
Farrow to weanling:------------------- 0
Farrow to feeder: ------------------- o
Farrow to finish: ---------=--------- 0
Boars: ----............... 0
Storage Period: ------------------- 180 Days
25 Yr. / 24 Hr Storm Event ------------------- 7.5 In.
"Heavy Rain" Factor Not Applicable
Rainfall in Excess of Evaporation -------------- ----- 7.0 In.
Additional Water Usage: ------------------- 0
Additional Drainage Area: ------------------- 0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
(Y/N)------------
N
Does Operator Want Emergency Spillway?
(Y/N)------------
N
Was This Design Built Prior to Sept. 1996?
(Y/N)------------
Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)------------
N
Seasonal High Water Table Elev:-------------------
0.00
Freeboard: -------------------
1.0
Ft.
Emergency Spillway Flow Depth: Not Applicable
Side Slopes: -------------------
2.5
:1 (H:V)
Inside Top Length: -- - --
-----
310.0
Ft.
Inside Top Width: -------------------
125.6
Ft.
Top of Dike Elevation: ---------------- Depth
50.00
Ft.
Finished Bottom Elevation: ---------------•
12.00
Ft.
38.00
Ft.
Start Pump Elevation: ---------------•
20.28
In.
48.31
Ft.
Stop Pump Elevation: ---------------
53.28
In.
45.56
Ft.
LAGOON VOLUME REQUIRED VOL.
DESIGN VOLUMES
% REQ-D.
Storm Stor = 24343 (Cu.Ft.)
24,663
(Cu.Ft.)
101.32%
Temporary = 64919 (Cu.Ft.)
89,433
(Cu.Ft.)
137.76%
Permanent = 172800 (Cu.Ft.)
173,032
(Cu.Ft.)
100.13%
Total Volume = 262,062 (Cu.Ft.)
287,129
(Cu.Ft.)
109.57%
1/2 Treatment Volume =
1/2 Treatment Volume Elevation =
90 Temporary Storage Volume Elevation=
Min. Required Liner Thickness -------------------
Lagoon Surface Area: (inside TOD)-------------------
86,400 (Cu.Ft.)
42.33 Ft. 92.10 In.
47.04 Ft. 35.56 In.
1.8 Ft.
38,948 S.F.
Murphy -Brown, LLC Engineering P.O. Box 856,Warsaw, NC 28398 [phone]

rower: -5 Craig King ❑esigned By: j�� Vinson
Address: 0 Checked By: TK
Teachey, NC Date: 01/29/10
Countv: Duplin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation_
Area SF
38.00
16,410
39.00
18,013
40.00
19,666
41.00
21,370
42.00
23,123
43.00
24,926
44.00
26,779
45.00
28,682
46.00
30,636
47.00
32,639
48.00
34,692
49.00
36,795
50.00
38,948
These volumes were calculated usin
TOTAL REQD VOL
END PUMP = =
START PUMP = _
MAX STORAGE _
262,062
45.56
48.31
49.00
CF
FT
FT
FT
Incr. Vol. (Cu. FT)
17,212
18,840
20,518
22,246
24,024
25,853
27,731
29,659
31,637
33,665
35,744
37,872
the vertical avera
CUMULATIVE
173,032 C
620,6 C
819272
C
Cumul. Vol. Cu. FT
0
17,212
36,051
56,569
78,816
102,840
128,693
156,423
186,082
217,720
251,385
287,129
325,000
e end area method.
VOL.
ZONE VOL.
TR'MT
173,032
TEMP
89,433
STORM
24,663
109.57%
100.13%
137.76%
101.32%
Murphy -Brawn, LLC 6nginaBring P.O. Box 856 ,Warsaw, NC 28398 [phone]

Grower: K-5 Craig King Designed By: jM vinson
Address: 0 Checked By: TK
Teachey, NC Date: 01/29/10
Duplin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Stora e:
Required Treatment Volume'
-AnImat Type Capacity ALW (cuft/lb) = Totall
Nursery
0
30
1.00
0
Wean to Finish
0
115
1.00
0
Finishing
1,280
135
1.00
172,800
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
1.00
0
Total Required Treatment volume (cu. Txq=
Sludge Stara a Volume:
pima a
Capacity A
cu. t./
= ota
Nursery
0
30
0.00
0
Wean to Finish
0
115
0.00
0
Finishing
1,280
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
0
1,417
0.00
0
Boars
0
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.)=
0
Temporary Storage Volume:
Manure Production:
Anima Type
Capacity—' to. Period d.lday) = Total
Nursery
0
180
0.30
0
Wean to Finish
0
180
1.17
0
Finishing
1,280
180
1.37
315,648
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
0
180
14.38
0
Boars
0
180
4.06
0
Total Manure Production
(gals.)=
315,648
Total Manure Production (cu.ft.)=
42,199
Excess RE-""'�`�"
UC Engine
Total Fresh Water Excess (gais.)=
Total Fresh Water Excess (cu.ft.)=
P.O. Box 656, Warsaw A.'C 28398
0

Grower:
i Address:
Count> :
K-5 Craig King
0
Teachey, NC
Duplin
Designed By:
Checked By:
Date:
Sheet 4 of 7
JR Vinson
TK
01 /29/10
TemporarV Storage Volume: Cont.
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 121n./ft
Vol.= (38948 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 22,720
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 121n./ft.
Vol.= (38948 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.1241-11r. Storm Event (cu.ft)= 24,343
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) ! 12in./ft.
Vol.= (38948 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. / 241-1r. Storm +'Heavy Rain')= 24,343 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 64,919 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 172,800 (CU.FT)
LL
TOTAL REQUIRED VOLUME = 262062 (CU.FT.)
O. Box 856, Warsaw NC 2839
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Grower: K-5 Craig King Designed By: A Vinson
Address: 0 Checked By: TK
Teachey, NC Date: 01/29/10
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25Yr. / 241-1r. Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths:
----------- ------- 50.00 FT.
------------------- Not Al Applicable
------------------- 49.00 FT.
------------------- Not Applicable
------------------- 48.31 FT.
------------------- 45.56 FT.
------------------- Not Applicable
------------------- 0.00
------------------- 38.00 FT.
------------------- 310.00 FT.
------------------- 125.64 FT.
------------------- 3:1 H:V
------------------- 38,948 SF
------------------- 1.8 FT.
------------------- 1.00 FT.
------------------- 180 Days
TOTAL DESIGN VOLUME = 287129 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Stora -:e Zone Depth
Total Lagoon Depth
, LLC E
P O. Box 856, Warsaw NC
7.6 FT.
2.8 FT.
1.7 FT.
12.0 FT.

Grower: K-5 Craig King Designed By: JR Vinson
Address: 0 Checked By: TK
Teachey, NC Date: 01/29/10
Coun.y: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the United States
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plan
DESIGNED:
DATE:
COMMENTS:
This design is update of start and stop pump elevations and to show the 1/2
treatment volume level for sludge storage. This design does not supercede the
I certification of the farm.
Murphy -Brown, LLC Engineering P.O. Box 856, Warsaw NC 28398 [phone]

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

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 corning from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that

hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an 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.
4

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.
• 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 g g 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.
W

' • 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-
• 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.
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 lagoon4ailures 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.

This plait will be implemented in the event that animal manure or lagoon effluent from your
operation is leaking, overflowing, or running off- the site: .
Step (1) Stop the release or flow of manureleffluent.
Step (2) Assess the extent of the spill and note any obvious -damages.
Step (3) Contact appropriate personnel and agencies.
King Faxmg 910--285"2692 (See Land & Nutrient Management
phone list attached.)
Department of Environmental Management (DEM) Regional Office:
61 /d - &9 - a3 9a U --
DEM after hours emergency: . 919-733-3942 _-
Local Emergency Management System: q l D z $ 6f 4 / � 0
Local Natural Resource Conservation Service: 9IN - Z 9zr
Local Cooperative Extension SeMee: 9 Z q41� - q ^Z 3y
Local Soil and Water Conservation District:
Local dirt-moving/heavy equipment companies:
Name
Phone #I
9-7
2. .Toe V e,yd ,4,B (' 4 So N gle - Z SS :- -381 % _
3. -
Local contract pumpinglirrigation equipment companies:
iName Phone #
2.
3.
Step (4) Implement procedures as advised by' KF , DEM, and technical assistance
agencies to rectify the damage, repair the system, and reassess the nutrient
management plan to prevent future problems.
A
u

EMERGENCY ACTION PLAN
Using this outline as guidance, you should develop a specific emergency action plan for
your waste handling system. This plan will be implemented in the event that wastes from
your operation'are leaking, overflowing, or running off the 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 available to all employees at the facility, as accidents, leaks, and breaks could
happen at any time. Your plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or
may not be possible. Suggested responses to problems are listed below:
a. Lagoon overflow —possible solutions are:
add soil to berm to temporarily increase elevation of dam —any
permanent alteration of the dam should be approved by a
qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waterers) —hold waste in
house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: These activities should be started when your lagoon level has exceeded the
temporary storage level.
b. Runoff from waste application field —actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on
the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers --actions include:
-- stop recycle (flushing system) pump
— stop irrigation pump
-- close valves to eliminate further discharge
separate pipes to create an air gap and stop flow
flush system, houses, solids separators —actions include:
stop recycle (flushing system) pump
-- stop irrigation pump
make sure no siphon effect has been created
separate pipes to create an air gap and stop flow
d. Leakage from base or sidewall of lagoon. Often these are seepage as
opposed to flowing leaks --possible action*:
dig a small well or ditch to catchall seepage, put in a
submersible pump, and pump back into lagoon
if holes are caused by burrowing animals,trap or remove
animals and fill holes and compact with a clay type soil
other holes may be likewise temporarily plugged with clay soil
*Lagoon problems require the consultation of an individual
experienced in the design and installation of lagoons for permanent
repair measures.

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?
3. Contact appropriate agencies.
a. During normal business hours, call your DEM regional office, at
910-395-3900, after hours, emergency number: 919-733-3942.
Your phone call should include: your name, facility, telephone
number, the details of incident from item 2 above, the exact
location of the facility, and the location or
direction of movement of the spill, weather and wind
conditions, what corrective measures have been under taken,
and the seriousness of the situation.
b. If spill leaves, or"is likely to leave, property or enters surface
waters, call local emergency management services (EMS) at 910-296-
2160.
C. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation District
Natural Resources Conservation Service office at 910-296-2121,
and Cooperative Extension Service at 910-296-2143for
advice/technical assistance.
e. If you are a contract swine grower associated with a swine company
integrator, contact the company representative.
4. Implement procedures as advised by DEM 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.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458
KENANSVILLE, NORTH CAROLINA 28349
910-296-2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277
KENANSVILLE, NORTH CAROLINA 28349
910-296-2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909
KENANSVILLE, NORTH CAROLINA 28349
910-296-2160
DIVISION OF ENVIRONMENTAL MANAGEMENT
127 CARDINAL DRIVE EXT
WILMINGTON, NORTH CAROLINA 28405-3845
910-395-3900

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
Excessive Decaying vegetation
Vegetative Growth
(✓) 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.
(✓)Maintain vegetative control along banks of
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.
() 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
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
Accumulation of animal
wastes and feed wastage
MIC -- November 11, 1996
() Eliminate low area that trap moisture along fences
and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
10

Dry Manure Handling Accumulations of animal
Systems wastes
() Remove spillage on a routine basis (e.g. 7-10 day
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 J 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.
(Lan own r 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

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Primary Secondary
❑ ra'
0
MOrtafftY Management Methods
indicate which methods) wl1/ be im lem
when selecting multiple Methods indlcata a pr/mary versus seconds
Methods other than those listed must be approved by the ,Mats Veterinarian,
rY option.
Routine Mortality
Version --November 26ZpxF
Buriai three feet beneath the surface of the ground within 24 hours of knr�wle
death. �T'he burial must be at least 300 feet from any flowing stream car public body
(igh water
to 'The bottom of the burial p!t should be at least one foot Public of anira��ri
high water tote. Attach burial location map and plan, of water
the seasonsl
Landfill at municipal solid waste
13B .0200. facility permitted by NC qEQ under CS 15A
nlcac
Rendering at a rendering plant licensed under G.S. 106�1138.7
0 Complete incineration according to 02 NCAC
62c .o1a2.
A composting system approved and permitted by the NC surr er Services Veterinary Division (attach to of
additional requirements must be met and .a permit is required from
of Agriculture & Con -
Division permit). If compost is distributed off -farm,
m NC DEQ.
In the case of dead poultry only, placing in a disposal NC Department of Agriculture & Consumer Services (G S.f106 12.'e and
549 7 design approved by the
. ro).
Any meth0d which, in the professional opinion cal the State
the aaf�age of part of a dead antmel's value without endangering human or aVeterinarian Wouirdii mike f'ossiisle
"I"tten aptzroval by the State Veterinariair Must be attached) mal health.
Mass Mortality plan
Mass MOr tality plans rare required for farms covered by an NPD�;S permit. Then
also rec�arnmended for all animal operations. "i'his plan outlines farm -specific mortality agemei it methods to be used for mass rnortaiity. The NCDA&GS Veterinary e plans are
Ports a variety of emergency mnrtali#y, disposal options; contact the eterin on man.
Division sup-
ra for guidance,
p A catastrophic mortality disposal plan is part of the facility's CAi/y/Mp and is activate
eZer numbers of dead animals exceed normal mortality rates as specified b the Activated
d
� t3u�'ial must be done in accordance with NC General Statutes and NCDq&CS Veterinary
Division regulations and guidance.
® ennarY
Mass btlrial 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 toC.S. 106-399.
l� Sits:atur of Farm Ownezr/MarTapsr
,� ��• [)ate:,gnatUre of q
Technical Speclafis
Date