820042_Permit Renewal Application 2019_20190410

r
State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 82-0042
2. Facility Name: John O. Royal #1-8
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 4025 Mt Moriah Church Rd
City: Clinton State:
Telephone Number: 910-564-4947 Ext. E-mail:
NC
5. Facility's Physical Address: 4669 Mt Moriah Church Rd
City: Clinton State: NC
6. County where Facility is located: Sampson
7. Farm Manager's Name (if different from Landowner):
g. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): John O. Royal
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Onerations Tvne
Operation Types:
Swine
Wean to Finish
Wean to Feeder
Farrow to Finish
Feeder to Finish
Farrow to Wean
Farrow to Feeder
Boar/Stud
Gilts
Other
Swine - Feeder to Finish
Cattle
Dairy Calf
Dairy Heifer
Milk Cow
Dry Cow
Beef Stocker Calf
Beef Feeder
Beef Broad Cow
Other
Certificate Of Coverage Number:
John O Royal
M=hhv-Brown LLC
Phone No.: 910-564-4947
Allowable Count
6,000
Dry Poultry
Non Laying Chickens
Laying Chickens
Pullets
Turkeys
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers
AWS820042
Zip: 28328-8821
Zip: 28328
OIC #: 17901
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other
APR 0 3 2019
Waterouslfty
Hirai Operations Section

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
If 7
30 30 7
S 1 /7
1
2
(
G
1
7
r 7
2
3
9 9
lld by
S,�i�JD
g
LAGOON #3
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), siLmed b% the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. 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.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a pri: ial executive officer of the corporation):
Name: p / ! 0 6ZV Title: G�
Signature: © Date: 3 1 l J " 1 -1
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

ANIMAL WASTE UTILIZATION PLAN J-Q
Producer: JOHN ROYAL
Location: 2925 MT. MORIAH CHURCH ROAD'
CLINTON NC 28328
Telephone: [phone]
Type Operation: Existing Feeder to Finish Swine
Number of Animals: 6000.00 hogs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste -From your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize t^e fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be
arowr_ and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2 . Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3. Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4. Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
- under DWQ regulations.
— Page: 1

ANIMAL WASTE UTILIZATION PLAN
5. Wind conditions should also be considered to avoid drift and
downwind odor problems.
5. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate charging waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H .0217 adopted by the Environmental
Management commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
1'pO0 ear = 9120 tons
hogs x 1.9 tons waste/hog../y
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
000
hogs x 2.3 lbs PAN/hogs/year = 11040 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan
time and have appropriate equipment to apply the waste in a timely
manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
Xt�c
�-v .i

ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &
CLASS- CROP
(YIELD
LBS
COMM N
**
* LBS
DETERMINING
PHASE [CODE
AW N
PER
ACRES
AW N
PER AC
AC
USED
-----
or
-------
APPLY
RESID.
APPLIC
METH
N
TIME
�1
BP
4.6
230
0
2.61
600.3
=674
NoA
'
I
MAR-OCT
SG
1
0
J130.5
:674
-�
I
�50
12.61
SEP-MA
BH
7
350
0
20.24
7084
3674
2
NoA
I
;MAR-OCT
SG
50
0
20.24
1012
3674
�2
l
,
I
i1
SEP-MAY
_
7
350
0
5.85
�2047.5
,74
3
NoA
�BH
I
MAR -OCT
SG
111
0
5.85
292.5
5574
3
I
ISO
SEP-M_AY
END
11
TOTAL111166.8
Indicates that this field is being overseeded (i.e.
~ interplanted) or winter annuals follow summer annuals.
')TE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations
may require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients. This
plan only addresses nitrogen.

TRACT
ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land.
See required specification 2.)
FIELD
SOIL TYPE & CLA�S-
DETERMINING PHASE
LEND
CROP IYIELD1, LBS
CODE II AW N
1 PER AC
APPLY
METH
COMM N
**
* LBS
PER
ACRES
AW N
AC
USED
or
RESID.
APPLIC
N
TIME
i
TOTALI0
Indicates that this field is being overseeded (i.e. interplanted) or
winter annuals follow summer annuals.
In inter -planted fields (i.e. small grain, etc, interseeded
in bermudagrass), forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. in fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let
small
grain to reach maturity, especially late in the season (i.e.
Aril or r�av) Shading may result if small grain gets too
high and this will definitely interfere with stand of
of stand will result in reduced
bermudagrass. This loss
being utilized. Rather than
yields and less nitrogen
cutting small grain for hay or silage just before heading as
is the normal situation, you a�fe encouraged to cut the small
grain earlier. you may want to consider harvesting hay or
silage two to three times during the season, depending on
tim= ^m.-311 gra i n is planted in the fall.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height� of about two inches before drilling for best results-

u 11V W11 _ti ivaJi — -----
Pacge : 6
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
CROP CODE
BH
BP
SG
.e.
HYBRID BERMUDAGRASS—HAY
HYBRID BERMUDAGRASS—PASTURE
SMALL GRAIN OVERSEEDED
TABLE 1
TABLE 2
TOTAL
TOTALS FROM TABLES 1 AND 2
ACRES
LBS AW N USED
28.7
11166.8
0
0
28.7
11166.8
* BALANCE
, —126.8
uN J.'1'5
TONS
TONS
AC
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
PER UNIT
50
50
5 0 -C
+l rr� 5w�.a.1� rac..vt.
Page: 5

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts.
ract Field
674 f 1
674 f 2
Soil Type
NOA
NoA
i I
674 j 3 NoA
674 �l 4
I
674 --2
674 I --3
I
Crop
BP
BH
BN
SG
SG
.I --
SG
Application RatelApplic. Amount
(in/hr) (inches)
0.50
0.50
f
r
i*
I *
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored

ANIMAL 'WASTE UTILIZATION PLAN
in your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
jr- is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates d the ac
res shown ables 1 in there to tablespply
may
the recommended
make this plan_ invalid.
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
WAR RATIT OF OPERATION
_,2SD*�
SV001�y�G� w
F�eg10�

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or 1
direct discharge during cperation_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 tr,ere are regulations that restrict
the rate of application fcr 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 or drift from the irrigation field.
5. When animal waste is to be applied cn 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 floodin e
and Climate in North Carolina" for g (Se "Weather
ir guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application_. No ponding should occur in order
to control odor or flies.
8. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
5. Animal waste shall be applied on actively growing crops in such
a manner that the crop is not covered with waste to a depth that
would inhibit growth. The potential for salt damage from animal
waste should also be considered.

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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
dcrmancv.
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 a discharge or by over -spraying.
minimal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
15. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management- system.
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.
Page: 10

ANIMAL WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN.AGREEMENT
Name of Farm: JOHI7 0. ROYAL, 1-8
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
North Carolina Division of water Quality (NCDWQ) 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 NCDWQ upon request.
Name of Facility Owner: JOHN ROYAL
(Please pri?t
Signature: t, Date:
Name of Mana ier f different from owner):
Signature: _ Date: _ --
Name of Person Preparing Plan: (Please print)Wilson Spencer
Affiliation:NRCS Phone No.
Address (Agency): 84 County Complex Rd.
Clinton NC 28328
Signature:
_f
Date: P
Page: 12

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W,�_ - L/ I
Swine Farm Waste Management Odor Control Checklist
Source _ Cause _ �_ ___ _ _ BMPs to Minimize Odor
armstead • Swine production A' Vegetative or wooded buffers — Site Specific Practices
C-Recommended best management practices
GYGood judgment and common sense
Animal body • Dirty manure -covered
surfaces [iUry floors
Floor surfaces
Manure collection
pits
Ventilation exhaust
fans
Indoor surfaces
Flush tanks
animals
• Wet manure -covered floors
• Urine
• Partial microbial
decomposition
• Volatile gases
• Dust
• Dust
• Agitation of recycled lagoon
liquid while tanks are filling
0' Slotted floors
[" Waterers located over slotted floors
®' Feeders at high end of solid floors
19'Scrape manure buildup from floors
0 Underfloor ventilation for drying
IR'Frequent manure removal by flush, pit recharge,
or scrape
O Underfloor ventilation
CYFan maintenance
IVEfficient air movement
G;O'Washdown between groups of animals
5,' eed additives
❑ Feeder covers
WFeed delivery downspout extenders to feeder
covers
❑ Flush tank covers
Extend fill lines to near bottom of tanks with
anti-siplion tents

_ Source Cause BMPs to Minimize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces . Volatile gas emissions; IrYProper lagoon liquid capacity;
• Biological mixing; M Correct lagoon startup procedures;
• Agitation 0' Minimum surface area -to -volume ratio;
P'Minimum agitation when,pumping;
O Mechanical aeration;
C' Proven biological additives
Irrigation sprinkler
nozzles
• I liglr pressure agitation;
L;Ylrrigatc on dry days with little or no wind;
. Wind drill
GkNinimum recommended operating pressure;
Ci"Pump intake near lagoon liquid surface;
_
O Pump from second -stage lagoon
Storage lank or basin
a Partial microbial decomposition;
[''Bottom or midlevel loading; -
surface
. Mixing while filling;
l7 Tank covers;
• Agitation when emptying
O Basin surface mats of solids;
C3-Proven biological additives or oxidants
Settling basin surface
• Partial microbial decomposition;
Extend drainpipe outlets underneath liquid
• Mixing while filling;
level;
• Agitation when emptying
Remove settled solids regularly
Manure, slurry or sludge
• Agitation when spreading;
• Soil injection of slurry/sludges; -
spreader outlets
• Volatile gas emissions
Wash residual manure from spreader after use;
Trcwen biological additives or oxidants
Uncovered manure,
• Volatile gas emissions while T_
Soil injection of slurry/sludges
slurry or sludge on field
drying
surfaces
CYSoil incorporation within 48 hrs.;
['Spread in thin uniform layers I'or rapid drying;
O"Proven biological additives or oxidants
Dead animals • Carcass decomposition 0--Proper disposition of carcasses
Dead animal disposal • Carcass decomposition L'Complete covering of carcasses in burial pits;
pits
O Proper location/construction ol•disposaI pits
Incinerators . Incomplete combustion O Secondary stack burners
A' 'C- November 11, 1996, Page 4

f
Source Cause UMPs to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; Grade and landscape such that water drains
facilities • Microbial decomposition of away from facilities
organic matter
Manure tracked onto •� Poorly maintained access roads � 7Farm access road maintenance
public roads from farm
access
Additional Information :
Swine Manure Management ; 0200 RulcfBMP Packet T
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-98
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment ; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program ; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Available From:
NCSU, County Extension Center
NCSU-BAE
NCSU-BAE
NCSU - BAE
NCSU-BAE
NCSU-BAE
NCSU - Swine Extension
NC Pork Producers Assoc
NCSU Agri Communications
Florida Cooperative Extension
AMOC - November I I, 1996, Page 5

Insect Control Checklist for Anima! Operations
Source__ Cause - - 1111MIPS to Control Insects Liquid Systems -
site
Spceiftr I'racticcs
- --- - --
Flu,h (�t�u, .� - Accunutlatiuu of solids —
I .tgoo+ts and Pils
• Ctusted Solids
Ia,�cs,i�c Wgtaative- t)ecuying vegetation
1 iluWtll
FCC-, lei
feet! Stolage
(` , Ush system is designed and operillecl
sufficiently to remove accumulated solids front
►utters as designed.
tu' It .move bridging of acaunutaled solids at
discharge
Maintain lagoons, seltling basins and pits where -- - —
pest breeding is apparent to minimize the
crusting of solids to a depth of no more tl+an 6 -
�, inches over more than 30% of surf ace.
t1Y Alaiutain vegetative control along hanks of -- - - -
lagoons and other impouncltnents to prevent
accumulation of decaying vegetative matter
-`- aloof; waler's edge vn imponndmcnPs perintelel.
1)ry Systems----------••---
• Feed Spillage
f4?' Design, operate —alit fn—
►aiulain feed systems (c I,, , ---
bunkers and troughs) to tninintize the -- -
�faccuntniation of decaying wastage.
f�T ("can np spillage nn it routine basis (e.g., 7 - 10
day imerval daring summer; 15-30 clay inle+val
-------------_ _ _ I++ring winter).
m • Accuulations of feed residues du -- —
Rece moisture accunutlatiuu wiA:in noel • •__ _.. - __ - - •- _- -
around immediate perintcterof feed stotage
areas by insuring drainage :nvay lit>m silt.
and/or providin6 adcyuate cautainntetu
covered bin fior brewer's grail► :uuf similar hil�L
moisture grain producls).
n Inspect for and remove or beak up accumulated
solids in filter strips around feed storage :ts
needed.
AA.. 1 Nuventbcr t I, 11)1)1i, page I

_ tiUllf'CL• -
Aniraal 1lulelin , �`tuse
Ar, ,fs Accuntiulations ofaninial wastes
and feed wastage
l)r y lanur e ! laullling • Accumulations of a..... waste
SpStculs
amps to Control lusecls
f] Eliminate low areas [flat trap moisture along
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
f Maintain fence rows and fifter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up acctunulated solids as
needed).
Q Remove spillage on a routine basis (e.g., 7 - 10 —_
day interval during summer; I5-30 day interval
during winter) where manure is loaded for land
application or disposal.
n Provide for adequate drainage around manure
stockpiles.
C7 Inspect for anti remove or break up acculnulatetl
wastes in filler strips around stockpiles and
_--� _utarnu'e handling areas as needed.
For ureic inlururatie,fr contact the Cot,perativc l:xtcnsion Service, Departlncut of linttrmolo > > _
lt.,Icit,l,,Nc',?Ic,�lj_7n13. -. .' •
b), 13ox 7(13, Nurllr ('arolin,l State iluive•rsily,
z
n o
ANJIc - 14uvember 11, 1996, Pagc 2
Silt Specitjc raclicrs

kj'L12
EMERGENCY ACTION PLAN
PHONE NLTM3ERS
EMEP.GEN _y ,XA, AGE.MENT SYSTEM
S ►VCD 4/O 59-z — 796.E
FRCS 9�0 �,2 _ �5►re'3
'Phis plan will be implemented in the event that wastes from your operation are leaking,
ovlow=te
ng, or running off site. You should not wait until wastes reach s
leave your property to consider that you have a problem. You should make every effort or
ensure that this does not happen, This plan should be posted in an accessible Location for
alI employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this mayor may not be
Possible. Suggested resaonses to some possible problems are listed below.
A. Lagoon over sow -possible solutions are:
a. Acid soil to berm to increase elevation of dam.
b. Purnp wastes to fieids at an acceptable rate.
C. Stcp al flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from tine waste pipes and sprinklers -action include:
a. Stop recycle pump..
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all Ieaks prior to restarting pumps.
D: Leakage from flLsh s} stems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irritation pump.
c. Make sure no siphon occurs.
d. Stop all flw s in the house. flush systems, or solid separators.
December 18,1996

e. Repaixali teaks nun.Qrto restarting pumps.
E: Leakage &^nl pass or sidewali of lagoon. Often this is seepage as opposed to
flowing leaks- cossibie action:
a. Dig a small mmp or ditch
put in a submersaway from the embankment to catch all seepage,
ible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes z -:G compact with a clay type soil.
C. have a professional evaluate the condition of the side walls and lagoon
bottonn as soon as possible,
2. Assess the exte,- t of the spill and note any obvious damages
a. Did the waste reach anv surface waters?
b. Approximately how rnch was released and for what &radon?
C. Any damage rioted. such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. CouId a future rai:. event cause the spill to reach surface waters?
S. Are potable water wells in danger.(either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional of ice:tP;�one9�� s�, i After hours, emergency number: 19-733.3942.
Your phone cal: should include: your name, facility,telephone number, the details
of the incident frorr, item 2 above, the exact location of the facility, the location or
direction of movement of the spi11, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone numbers ?'6 ;local StiVCD office phone number
and local tiRCS office for adviceltechnical assistance phone number - 3Az•, 79k3
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to there and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors dame: `ar
b. Contractors ,address: w... L �
c. Contractors Phone: 9/0- 990 —'7?4
December 18, I996

6: Contact the technical Spe;.ialist who certified the lagoon (MRCS, Consulting
Engineer, etc.'. -
a. Name: �4-&j;er
b. Phone:
7: Implernent procedures as adv;sed by DWQ and technical assistance agencies to
rectify the damage. repair the systein. and reassess the waste management plan to
keep problems with reie-,se of wastes from happening ning again.

Pl)
0 W_ '7" 2.
�Version—November 26, 2018
�®rtality 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
Sur'w' t",ee feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from a
any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
jig" ate table. Attach burial location map and plan.
Lardfil; at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13u .020.
dRerde.
` g at a renderingplant
licensed
P under G.S. 106-168..7.
�!
Corole`e incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If
compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
®
(�
i—;
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).
El
71
Any met"od which, in the professional opinion of the State Veterinarian, would make possible
the saivage of part of a dead animal's value without endangering human
(Writte^
or animal health.
apprcvai by the State Veterinarian must be attached).
11 Mass Mortality Plan
Mass Mortality plans are required for farms covered by an NPDES permit. These plans are
also reccrr,mended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
wr e^ cumbers of dead animals exceed normal mortality rates as specified by the State
`Jeterinarian.
• 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).
• !� :he event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Technical Specialist
Date
Date

rd
M9, �kda p,s$
Operator:JOHN ROYAL County: SAMPSON Date:
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
6000 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other :
x 1417 lbs.
x 522
lbs. _
x 135
lbs. _
x 433
lbs. _
x 30
lbs. _
9-24-97
0 feet
0-
lbs
0
lbs
810000
lbs
0
lbs
0
lbs
0
lbs
Total Average Live Weig t = 810000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 810000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 810000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION SLUDGE STORAGE ACCUMULATION
NOT COMPUTED AT OWNER'S
Volume = 0 cubic feet REQUEST. WILL BE REMOVED AS
NEEDED.
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 445.0
Inside top width (feet)-------------.--------- 115.0
Top of dike elevation (feet)----------------- 50.0
Bottom of lagoon elevation (feet)------------ 37.8
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 2.5 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 440.0 110.0 11.2
AREA OF TOP
LENGTH * WIDTH =
440.0 110.0
AREA OF BOTTOM
LENGTH * WIDTH =
384.0 54.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
412.0 82.0
48400 (AREA OF TOP)
20736 (AREA OF BOTTOM)
135136 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
48400.0 135136.0 20736.0 1.9
Total Designed Volume Available=381307.73 CU. FT

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
445.0 115.0 51175.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 51175.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 810000 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume = 1479600 gals. or 197807.5 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallon
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 29852.1 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 29852.1 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 197807 cubic feet
5B. 0 cubic feet
5C. 29852 cubic feet
5D. 29852 cubic feet
TOTAL 257512 cubic feet

6. SUMMARY
Temporary storage period____________________>
180
Rainfall in excess of evaporation=====______>
7.0
25 year - 24 hour rainfall__________________>
7.0
Freeboard___________________________________>
1.0
Side slopes____________________________>
Inside top length____________________________
2.5
Inside top width____________________________>
445.0
115.0
Top of dike elevation_______________________>
50.0
Bottom of lagoon elevation__________________>
37.8
Total required volume_______________________>
1067512
Actual design volume________________________>381307.73
Seasonal high watertable elevation (SHWT)===>
0.0
Stop pumping elev.__________________________>
0.0
Must be > or = to the SHWT elev.====______>
0.0
Must be > or = to min. req. treatment el.=>
43.8
Required minimum treatment volume=====______>
810000
Volume at stop pumping elevation=====_______>
330674
Start pumping elev.__________________________
0.0
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===>
351456
Volume at start pumping elevation=====______>
330674
Required volume to be pumped________________>
227660
Actual volume to be pumped__________________>
0
Min. thickness of soil liner when required==>
1.8
7. DESIGNED BY:
DATE:
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
days
inches
inches
feet
: 1
feet
f eet
feet
feet
cu. ft.
cu. ft.
feet
feet
feet
f eet
cu. ft.
cu. ft.
feet
cu. ft.
cu. ft.
cu. ft.
cu. ft.
feet

19�% & lb , -pg. s1
Operator:JOHN ROYAL County: SAMPSON Date:
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
6000 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other :
x 1417 lbs.
x 522
lbs. _
x 135
lbs. _
x 433
lbs. _
x 30
lbs. _
9-24-97
0 feet
0 lbs
0 lbs
810000 lbs
0 lbs
0 lbs
0 lbs
Total Average Live Weig t = 810000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 810000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 810000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION SLUDGE STORAGE ACCUMULATION
NOT COMPUTED AT OWNER'S
Volume = 0 cubic feet REQUEST. WILL BE REMOVED AS
NEEDED.
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
151.0
Inside top width (feet)----------------------
116.0
Top of dike elevation (feet)-----------------
50.0
Bottom of lagoon elevation
(feet)------------
34.7
Freeboard (feet)-----------------------------
1.0
Side slopes (inside lagoon)------------------
2.0 1
Total design volume using prismoidal
formula
SS/END1 SS/END2 SS/SIDE1
SS/SIDE2
LENGTH
WIDTH DEPTH
2.0 2.0 2.0
2.0
147.0
112.0 14.,3
AREA OF TOP
LENGTH * WIDTH =
147.0 112.0
16464
(AREA OF
TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
89.8 54.8
4921.04
(AREA OF
BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
118.4 83.4
39498.24
(AREA OF
MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
16464.0 39498.2 4921.0 2.4
Total Designed Volume Available=145105.15 CU. FT

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
151.0 116.0 17516.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 17516.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 810000 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume = 1479600 gals. or 197807.5 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallon
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 10217.7 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 10217.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 197807 cubic feet
5B. 0 cubic feet
5C. 10218 cubic feet
5D. 10218 cubic feet
TOTAL 218243 cubic feet

6. SUMMARY
Temporary storage period____________________>
180
Rainfall in excess of evaporation=====______>
7.0
25 year - 24 hour rainfall__________________>
7.0
Freeboard___________________________________>
Side slopes_________________________________>
1.0
Inside top length___________________________>
Inside top width_________________________
2.0
151.0
Top of dike elevation_______________________>
116.0
Bottom of lagoon elevation__________________>
50.0
34.7
Total required volume_______________________>
1028243
Actual design volume_____________________===>145105.15
Seasonal high watertable elevation (SHWT)===>
0.0
Stop pumping elev.__________________________>
0.0
Must be > or = to the SHWT elev.====______>
0.0
Must be > or = to min. req. treatment el.=>
40.7
Required minimum treatment volume=====_____=>
810000
Volume at stop pumping elevation=====_______>
-45374
Start pumping elev._________________________>
0.0
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===>
134887
Volume at start pumping elevation=====______>
-45374
Required volume to be pumped________________>
208025
Actual volume to be pumped__________________>
0
Min. thickness of soil liner when required==>
2.2
7. DESIGNED BY:
DATE:
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
days
inches
inches
feet
: 1
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
cu. ft.
cu. ft.
cu. ft.
cu. ft.
feet

Operator:JOHN ROYAL County: SAMPSON
Distance to nearest residence (other than owner):
I. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
6000 head (finishing only)
sows (farrow to wean)
0 head (wean to feeder)
Describe other :
x 1417 lbs.
Date:
x 522
lbs. _
x 135
lbs. _
X. 433
lbs. _
x 30
lbs. _
Total Average Live Weig t =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
9-24-97
0 feet
0 lbs
0 lbs
810000 lbs
0 lbs
0 lbs
0 lbs
810000 lbs
Volume = 810000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 810000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION SLUDGE STORAGE ACCUMULATION
NOT COMPUTED AT OWNER'S
Volume = 0 cubic feet REQUEST. WILL BE REMOVED AS
4. TOTAL DESIGNED VOLUME NEEDED.
Inside top length (feet)--------------------- 500.0
Inside top width (feet)---------------------- 190.0
Top of dike elevation (feet)----------------- 50.0
Bottom of lagoon elevation (feet)------------ 38.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 494.0 184.0 11.0
AREA OF TOP
LENGTH * WIDTH =
494.0 184.0
AREA OF BOTTOM
LENGTH * WIDTH =
428.0 118.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4 `
461.0 151.0
90896 (AREA OF TOP)
50504 (AREA OF BOTTOM)
278444 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
90896.0 278444.0 50504.0 1.8
Total Designed Volume Available = 769714 CU. FT

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
500.0 190.0 95000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 95000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 810000 lbs. ALW/135 lbs ALW * 1.37 gal/day 180 days
Volume = 1479600 gals. or 197807.5 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallon
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7.0 inches
Volume = 7.0 inches * DA / 12 inches per foot
Volume = 55416.7 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 55416.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 197807 cubic feet
5B. 0 cubic feet
5C. 55417 cubic feet
5D. 55417 cubic feet
TOTAL 308641 cubic feet

6. SUMMARY
Temporary storage period____________________>
180
Rainfall in excess of evaporation=====______>
7.0
25 year - 24 hour rainfall__________________>
7.0
Freeboard___________________________________>
1.0
Side slopes_________________________ -------- >
3.0
Inside top length___________________ -------- >
500.0
Inside top width____________________________>
190.0
Top of dike elevation_______________________>
50.0
Bottom of lagoon elevation__________________>
38.0
Total required volume_______________________>
1118641
Actual design volume________________________>
769714
Seasonal high watertable elevation (SHWT)===>
0.0
Stop pumping elev.__________________________>
0.0
Must be > or = to the SHWT elev.====______>
0.0
Must be > or = to min. req. treatment el.=>
44.0
Required minimum treatment volume=====______>
810000
Volume at stop pumping elevation=====_______>
-212344
Start pumping elev._________________________>
0.0
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===>
714297
Volume at start pumping elevation=====______>
-212344
Required volume to be pumped________________>
253224
Actual volume to be pumped__________________>
0
Min. thickness of soil liner when required==>
1.8
7. DESIGNED BY:
DATE:
APPROVED BY:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
days
inches
inches
feet
. 1
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
feet
feet
feet
cu. ft.
cu. ft.
feet
cu. ft.
cu. ft.
cu. ft.
cu. ft.
feet

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the Iagoon 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:
I. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
„=tilEl9wcza K/mwn
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- Lagoon surface ---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment ---look for:
1. settlement, cracking, or "jug" holes
2. side slope stability ---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon 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 or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures, The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly_
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

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

Management:
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
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal;
Rate of lagoon sludge buildup can be reduced by:

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

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