820187_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General .Permit
On September 30, 2019, the North Carolina State Non -Discharge General Pen -nits 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 arty necessary corrections below.
Application must be signed and dated by the Permittee.
I.
Farm. Number: 82-0187
Certificate Of Coverage Number: AWS820187
2.
Facility Name: Ben Warwick Farm
3,
Landowner's Name (same as on the Waste Management Plan):
Ben Thomas Warwick
�409'FWilson
4.
Landowner's Mailing Address: Rd
City: Clinton 910 _ 331 3612 State:
NC
Zip: 28328
Telephone Number: E-mail:
5.
Facility's Physical Address: 1305 Hotirine Rd
City: Clinton State:
NC
Zip: 28328
C.
County where Facility is located: Sampson
7.
Farm Manager's Name (if different from Landowner):
Off"
8.
Farm Manager's telephone number (include area code):
9.
Integrator's Name (if there is not an Integrator, write "None"):
Presta *e Fat -ins Inc
10.
Operator Name (OIC): Ben Thomas Warwick
Phone No.:
OIC #: 999825
g
r,O r 3 37~3dlz
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
2.940
Overation Types:
Swine Cattle
Dry Poultry
Other Types
Wean to Finish Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish Milk Cow
Pullets
Sheep - Sheep
Feeder to Finish Dry Crow
Turkeys
Sheep - Other
Farrow to Wean Beef Stocker Calf
Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow
Wet Poultry
Gilts Other
Non Laying Pullet
Other
Layers
100C
VA,

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)
001
1
19.00
I
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
I. 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 N.RCS Standard specifications
2. A. site map/schemati.c
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. Lagoonlstorage 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]

.1 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 tine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If .Landowner is a
corporation, signature should be by a principal executive officer off the corporation): o_o/� �
Name: rJV ' �o!N`^' "-i Title:
Signature: _ Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: 2019PermitRen ewalCa;nedenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

'WASTE UTILIZATION PLAN
Tuesday, March 05, 2019
Producer: Ben Warwick
Farm Name : Ben Warwick 82-187
1897 Wilson Rd
Clinton,NC 28328
Telephone # : [phone]
Type of Operation : Feeder to Finish Swine
Number of Animals : 2940 hogs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface 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
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. 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 DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. 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 to bare ground not more
than 30 days prior to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste 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. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2940 hogs X 1.9 tons waste/hogs/year = 5586 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2940 hogs X 2.3 Ibs PAN/hogs/year = 6762 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 suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE &CLASS -
DETERMINING PHASE
4871
1
AUTRYVILLE ALL
4871
- 1
AUTRYVILLE ALL
4871
2
AUTRYVILLE ALL
4871
- 2
AUTRYVILLE ALL
4871
3
AUTRYVILLE ALL
4871
- 3
AUTRYVILLE ALL
4871
4
AUTRYVILLE ALL
4871
4
AUTRYVILLE ALL
4871
6
^AUTRYVILLE ALL
4871
_ 6
AUTRYVILLE ALL
4871
7
AUTRYVILLE ALL
4871
_ 7
AUTRYVILLE ALL
4871
8
AUTRYVILLE ALL
4871
8
AUTRYVILLE ALL
CROP
YIELD
LBS AW COMM
ACRES
LBS AW APPLIC.
CODE
N/ACRE
N/ACRE
USED
TIME
BP
4.1
202.54
0
2.631
532.680
MAR-SEP
SG
1
100
0
2.63
263
SEP-MAY
BP
4.1
202.54
0
3.01
609.645
MAR-SEP
SG
1
100
0
3.01
301
SEP-MAY
BP
4.1
202.54
0
4.6
931.684
MAR-SEP
SG
1
100
0
4.6
460
SEP-MAY
BP
4.1
202.54
0
3.821
773.703
MAR-SEP
SG
1
100
0
3.821
382
SEP-MAY
BH
5.5
270.05
0
5.61 :
1514.98
MAR-SEP
SG
1
100
0
5.61
561
SEP-MAY
BH
5.5
270.05
0
5.1
1377.26
MAR-SEP
SG
1
100
0
5.1
510
SEP-MAY
BH
5.5
270.05
0
5.72
1544.69
MAR-SEP
SG
1
100
0
5.72
572
SEP-MAY
TOTALS:
10333.6
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2 of 9

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2,)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field 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 CROP
BH HYBRID BERMUDAGRASS-HAY
BP HYBRID BERM U DAG RASS-PASTURE
SG SMALL GRAIN OVERSEEDED
UNITS
LBS N/UNIT
TONS
50
TONS
50
AC
50
Page 3 of 9

'TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 30.49i 10,334
TOTALS: 30.49 10,334
AMOUNT OF N PRODUCED: 6,762
*** BALANCE -3,572
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in the
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 1087.8 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.58 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
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.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (inlhr) AMT (inches)
4871 -1, -2, -3, -4, -6, -7, -sJ,AUTRYVILLE ALL 5G 0.60 *1
4871 1, 2, 3, 4 UTRYVILLE ALL BP 0.60 *1
6, 7, 8 1AUTRYVILLE ALL BH 0.60 *1
4871 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 the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
"V^ 4 of 9

NARRATIVE OF OPERATION
If at least one cutting of hay is removed yearly on fields 1-4, the nitrogen rate would increase
to 229.5 Ibs/N/acre.
Page 5 of 9

• PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. 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, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by DEM. (See FOTG
Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
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.
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" in the NRCS Technical Reference -
Environment file for guidance.)
*7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
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.
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 a crop on bare soil.
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 anv perennial stream or river (other that an irrigation ditch or canal. Animal waste
Page 6of9

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 landownwer.
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 croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and 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. Lagoon 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 as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr 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 soils shall be monitored and alternative crop sites
shall be used when these metals approach excessive levels. pH shall be adjusted for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) 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 (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
Page 7 of 9

'NAME OF FARM: Ben Warwick 82-187
OWNER 1 MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished 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/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY NER: Ben Warwick
SIGNATURE: DATE:
NAME OF MANAGER (if different from owner):
please print
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: Curtis Barwick
AFFILIATION: Barwick Ag Services
ADDRESS (AGENCY): 103 Country Club Circle
Clinton, NC 28328
-� [phone]
Q
SIGNATURE: X� DATE:
Page 9 of 9

F
Tat�•-
A. .1

Swine Farm Waste Management Odor Control Checklist
Source Cause
Farmstead • Swine production BMPs to Minimize Odor
txtr� .,..._--
- u, wooded buffers
GPP Recommended best management
Animal body
practices
OYGood judgment and common
surfaces
Dirty manure -covered
sense
-�— - - - -
RlUry floors
animals
Floor surfaces
• Wet manure -covered floors
Q^ Slotted floors
[3'- Waterers located over slotted floors
®' Feeders at high end of solid floors
CYSerape manure buildup from floors
Manure collection
• Urine
11 Underfloor ventilation for drying
pits
Partial microbial
L�requent manure removal by flush, it
or scrape p recharge,
Ventilation exhaust
decomposition
Underfloor ventilation
fans
. Volatile bases
9'Fan maintenance
Indoor surfaces
• Dust
, Dust
©'Efficient air movement
�Washdown between groups of animals 4
L�Feed additives
Cl Feeder covers
Flush tanks
Q'7=eed delivery downspout extenders to feeder
covers
Agitation of recycled lagoon
g
liquid while tanks are filling
C1 Flush tank covers
-Extend
fill lines to near bottom of tanks with
anti-siplion Gents
Site Specific Practices

Source -
End of drainpipes at
lagoon
Lagoon surfaces
Irrigation sprinkler
noules
Storage lank or basin
surface
Settling basin surface
Manure, slurry or sludge
spreader outlets
Uncovered manure,
slurry or sludge on field
surfaces
arsuse
• Agitation during wastewater
conveyance
nucrob•
BMPs to Minimize Odor
jdxtend discharge point of pipes underneath Site Specific Practices
---------------
lagoon liquid level
• Volatile gas emissions;
W-Proper lagoon liquid capacity, -
• Biological mixing;
-
L*"�Conect lagoon startup procedures;
• Agitation
Q,-Minimum surface area -to -volume ratio;
W-Minimurrt agitation when.pumping;
17 Mechanical aeration;
_
M"' Proven biological additives
• 1ligil pressure agitation; - - -
LzYIrrigate on dry days with little or no wind; -- "--"
• Wind drift
QiM inirn um recommended operating pressure;
GYPump intake near lagoon liquid surface;
❑ Pump from second -stage lagoon
• Partial microbial decomposition;
Gl'-Botlorn or midlevel loading;
• Mixing white filling;
_
11 Tank covers-
• Agitation when emptying
13 Basin surface mats of solids;
C3�Proven biological additives
• Partial
or oxidants
ral decomposition;
• Mixing while filling;
• Agitation when emptying
• Agitation when spreading;
• Volatile gas emissions
• Volatile gas emissions while
drying
Dead animals • Carcass decomposition
Extend drainpipe outlets underneath liquid � � --
level;
13' Remove settled solids regularly
Ca" Soil injection of slurry/sludges; - - - - - - - - - - - - - - -- --_
fr Wash residual manure from spreader after use;
19'1'roven biological additives or oxidants
& - Soil injection of slurry/sludges - - - - - - - -
I —Soil incorporation within 48 Iirs.;
CV -Spread in thin uniform layers for rapid drying;
©Proven biological additives or oxidants
a'Proper dis os't• f
Dead animal disposal • Ctill Carcass decomposition r t to carcasses
pits L Complete covering of carcasses in burial pits;
Incinerators Q Incomplete combustion
8 Proper location/construction ofdisposal pits
-- .-
CI Secondary stack burner
—s -
Is 'C— h1 1!C1 Ta:Ee"

t
Cause 8MPs to Minimize Odor
Standing water around • Improper drainage; 01 Grade and landscape such that water drains Site Specific PmctiCeS
facilities a Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roadsFann access road maintenance
public roads from farm
access
-Additional Information :
Swine Manure Management ; 0200 Rule/BMP Packet — — — --
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 129-88
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
AMCC -- November 11, 1996, s.u63 s

Insect Control Checklist for Animal Operations
- - - ---- Cause
-
_ _
FIu�L (;uuets AcC11111 atiuu (if solids
itMPs fo Corttrnl Insects
Llgttiiti Systems Slle S11C6fie 1'ractIces
Flush system is designed and oper;ltcd
sufficiently to remove accnlnulale(I solids Frrnn
,gutters as designed.
_
I 41guu)is ;l1)cl Pits ----
"—
Remove bridging of accmnldate,l solids a[
discharge
. C'uuted
-
��Maintain la oon�l�ll�____ •
g
6 basins and pits �vhcr _
Pest breeding is apparent
to minimize the
crusting of solids to a dcptb of no
1=a1eNZ.iVC vel;clalivc i011 ;------- �—
I)et:ayUlh VC�t;lal
"lore than 6 -
ulchesover n)oreli1an30'/,ofsnrlace.
—
( II UIYIl1
lVl;lll)1:1111 Vl'getat[VL Co1ltrUl 8lnllg ballt:5 pF ----• ----- - ... - - - — - -- __
lagoons and other impolnldlllcrlts
to 1)leVenl
accunll(lalioll ofdecayiIIg vel etative matter
---i- -- _ — -� — -- — --
- alonl; watel's edge vn ilnpauil<buenCs per inlelel.
fc, , - -- I:ced Spillane_l)ry
- -
Sys[,.1us-----_� _ --- -- —
--
IA' Design, operate and ohill feed
systenls-
bunkers and troughs) to minimize file
, f ICCltllll11atioll of decaying w;lstage.
f-'r ('lean up spill:lgc on :1 rolnine basis c. '-
(lay interval during
Fred SI411.1Lc - ---Accunulla[ions Of teed residues
sllmnlcl; 15-30 day it I l v,ll
taring xvinler)i
It(Alice nu)istlfre Icclllmllatit,Il tvitl::n and
around imnledi:ne Perimeter of tied stm age
areas fly insmilig drainage
;lily fit)ln site
;ul(Vor providing a(letllt.lte ctlnlaltl(iieli[ (e-g•.
covcrc(I
bill f )r brewel's grlia aloof similar hil;h
moisture
grain pro(luctsy
f7 Inspect li)r an(! remove or bleak up : t-CIII nld:lled
solids in filler sfril)s around
f(cd Moll:lge as
needed.
AA, iJt:sc:r111)c:r I!,

_ SourceJ
Ar►irs't' in
1-- ��� Caase
b Areas Accumulations ofaninlaJ avast • s tl ects IRIWPs to Control tris
and feed wastage 13 Eliminate low -- - --
area -
sat kapMoisture along - Site St>cci(ic praclires
fences and other locations-- ---~~ _
aeeltmlUlateS where waste -�
and disturbance by animals is
minimal.
(7 "aintain fence raws and fitter strips around
animal holding areas to mininliu
-- accumulations of wastes (i.e., inspect for and t),yrtan,nc ttan�lli„g removeorbreaku
• At cunu,la tons of anitn:,l w,t��—---i1eeded). p accumulated solids as
f 7 ftent�ve spillage on a roatine basis c
day interval floriner; b • 7 - lA ------
during winter) wh Be ma mire s5-30 ri 1 foray t lam! ---- _~
application or disposal.
fl Provide for adeyttate stockpiles. Drainage around manure
4 n Inspect for and remove or break u —y-`-- wastes in fitter strips aro,tnd sttxkp,lesta��tll:,tetl
Fit ,n„tc iulur,n �liun cnn,act H1e Cooperative t:.4 - -- ___ 1lWtlUfB han(11l11g areas as needed.
Icij,I,, Mt ? ?01t i-h, I _i atenstuu Service, t)epatlmcnt of lalromolo , �),• It
ox 7613
> Tdotth (`- ``—
arolurt %grit: I i
nivt•rsily,
Alltlt: - I-I"vcn►ber 11, "96, Pagc2
I
I

-)-- i 0
E-Y ACTION
PLAN
PHONE NUNLgERS
EMEe uE�'^ DWQ 9/0 4� r
*,'�AGBi�1E1�I'I' SYSTEM
This Ian wi be implemenzed in the event that wastes from your operation ove jowing, or runnzng off site. you should n p are leaking,
leave your proper] to oo;isider that you have a Problem, You Should mwastes akeeverywa ot to or
ensure that this cite, na` happen This plan should be posted in an accessible location for
all employees at the fac-li effort to
°� he following are some action items you should take.
1. Stop the release of "as,es Depending on Possible.ug�:sxe resaoases the situation, this may or may not be
to some possible problems are listed below.
A. Lagoon overl-Ac;wyoussible solutions are:
a. Add soil to to increase elevation of dam.
b. Purr;,p wastes to fields at an acceptable rate,
C. Stcp a:l flows :o the ;agoon immediately.
d. Calla ?Lrriping 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 ;he application rates for the fields where runoff occurred.
C: Leakage from "a a waste pipes and sprinklers -action include:
a. Stop recvcle pp
uma.
b. Stop irrigaticn pun,
c. Close valves to eliminate further discharge.
d. Repair aal leaks pzor to rest2rting pumps.
D; Leakage from ;iLsj; systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irri' ation ournp.
C. Make sure no sl.phon occurs.
d. Stop all flows �n the house, flush systems, or solid separators.
December 18, 1996

e' Ret}ai` a<: yews to restarting pumps.
E: Leakage �� o.;a ::as, Or sideu•all of lagoon. Often
>Zowi g X'Z ;s- �cssibie action: thls is seepage as opposed to
a
3Lim or ditcIn away from the emb pug in s�'.uzxxersib'e pump, and pump back to laangoori t to catch all seepage,
b. If holes are caused by burrowing
corr.t7act with a clatype° animals, trap or remove animals and fill
c• bHave , •P""hess.onal evaluate thondition of the side walls and lagoon
�aEiRTaFAL as .;Uu as possible, S
2• Assess the e;;tC .;; c the spill and note any obvious damages.
a. Did the waste reach ai1v surface waters?
b. Appxoxi , ely :;ow much v as released and for w
hat
c• Any da,�raaY I' Ow
such as employee injury, fish kills or property damage?
d. Did the spill Ieave the property?
e. Does the co��l have the aoteAA to reach surface waters?
f. Could, a N.ure : �, ;, event cause the spill to reach surface waters?
g• "°u'e pQtabi.M water wells n ert danger,(either on or off of the property)?
h• How much reached sw ace waters? p P Y)
• Contact az�p,o'er,�,,,z a2r:-c.e$,
a. During normal business hours, call our DW
regional offic , PA,cnesro.�sd�r,i y Q (Division of Water Quality)
Afthours, emergencYour phone ca; should include: your name, facility. telephone number, thdetails
e ails
of the incident fror: kern 2 above, the exact Iocation of the facility, the location r
direction of mwY4rr;ent of the spill, 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 Iocal EMS Phone number
C. Instruct E i5 to contact local Health Department.
d. Contact CES, phone numbers 7'6 ; local SWCD office hone number
and Iocal :ARCS office for advice/technical assistance phone number 79 z.9-5
.-S9�••• 7'963
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to there and ask :hat person to contact the proper agencies for you.
5: Contact the =Mracwr cf your choice to be`in repair of problem to minimize off -site
damage.
a. Contractors Marne:
b. Contractors Address;
C. Contractors Pbore: o— o 0
2 December 18, 1996

Contact the ttcttr,icci spz: ia'i
Engine;.r, e,c.: st �� ho ceriftev the lagoon (tiRCS, Consulting
ar Name:
b. Phon- Iv - 38s-� oou
7: Yrnplernent rocedures A ad ```'s`c by D1,V Q and technical assistance agencies to
-e:!n tir the damage. repair .he s�rste n, and re��sess thew o deep problems %0r �, r,:• rite management plan to
re -ease o, w:.stes from happening again,

Mortality Management Methods Version —November 26, 2018
Indicate which method($) will be implemented.
When selec,I,7g multiple methods indicate a primary versus secondary option.
Methoo'S 0`.her then those listed must be approved by the State Veterinarlan,
Primary Secondary goutme Mortality
13�7;;R r" ee feet beneath the surface of the ground within 24 hours of knowledge of animal
I��II death'. 7he burial must be at least 300 feet from any flowing stream or public body of water
(G•S• 10�-403). The bottom of the burial pit should beat least one foot above the seasonal
'gig' `' =:e- table. Attach burial location map and plan.
iand`il; at municipal solid waste facility permitted by NC DEQ under GS 15A NC AC
Perwer'-g at a rendering plant licensed under G .S. 106-168.7.
COr'olete incineration according to 02 NCAC 52C .0102.
A co„posting 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,
add'gonal 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 D'eparment of Agriculture & Consumer Services G.S. 1 - ( 06 549.70).
QQ Any-ne l-od which, in the professional opinion of the State Veterinarian, would make possible
the sar;age of part of a dead animal's value without endangering human or animal health.
(lIl'riA; a )provai by the State Veterinarian must be attached).
ElMass Mortality Plan
Mass ,~r,ortali:y pans are required for farms covered by an NPDES permit. These plans are
also -eccmmended for all animal operations. This plan outlines farm -specific mortality man-
agerren; 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
Wi,e- numbers of dead animals exceed normal mortality rates as specified by the State
'S'a'erirarian.
• Surial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
;vision 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 accr, in t -, S
Signature of Farm Owner/Manager
Signature of Technical Specialist
g o . . 106-399.4.
19 l�
Date
Date

!')- - l0
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 sells 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,
1. separation of joints
2, cracks or breaks
3, accumulation of salts or minerals
4. overall condition of pipes

• Lagoon surfacer --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 sidewalk tharphv ,,,o�,.e.,:..,..L . ,____ _
.•.., .,.ua.►.+,a,is 1lIQ 1Clguun dam.
guW 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
replacement, is in need or repair or
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.
I 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 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 I DW 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 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 Iagoon
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.

/+ y S z a ��
Operator: Ben Warwick County: Sampson
Distance to nearest residence (other than owner):
I. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
2940 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other
Date:
x 1417 lbs. _
x 522lbs.
x 135lbs. _
x 433lbs. _
x 30lbs. _
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
04/25/19
0.0 feet
0 lbs
0 lbs
396900 lbs
0 lbs
0 lbs
0
396900 lbs
Volume = 396900 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW =
Volume = 396900 cubic feet 1 CF/lb. ALW
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)------ ---- _-------
Inside top width (feet)--- ------ -
Top of dike elevation (feet)------
210.0
218.0
Bottom of lagoon elevation (feet) ------------
Freeboard (feet)----__
35.5
35.0
Side slopes (inside lagoon)--------__-_-_ -
1.0
3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2
3.0
LENGTH WIDTH
3.0 3.0 3.0
374.0 204.0
AREA OF TOP
LENGTH * WIDTH =
374.0 204.0 76296
(AREA OF TOP)
DEPTH
11.5
AREA OF BOTTOM
LENGTH * WIDTH =
305.0 135.0 41175 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH *WIDTH * 4
339.5 169.5 230181 (AREA OF MIDSECTION *4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) +AREA BOTTOM) * DEPTH/6
76296.0 230181.0 41175.0
1.9

Total Designed Volume Available =
666333 CU. FT
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
380.0 210.0 79800.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 79800.0 square feet
Design temporary storage period to riod to b e
180 days:
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
1.37
Volume = 396900 lbs. ALW/135 lbs. ALW * 1.37 gal/day
Volume = 725004 gals. or 96925.7 cubic feet 180 days
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day *
180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
= 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 46550.0 cubic feet
5D. Volume of 25 year - 24 hour storm

}
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 46550.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 96926 cubic feet
5B. 0 cubic feet
5C. 46550 cubic feet
5D. 46550 cubic feet
TOTAL 190026 cubic feet
6. SUMMARY
Temporary storage period====================>
180
days
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.0
inches
Freeboard===================================> 1.0
feet
Side slopes_________________________________> 3.0
• 1
Inside top length===========================>
380.0
feet
Inside top width============================>
210.0
feet
Top of dike elevation=======================>
48.0
feet
Bottom of lagoon elevation==================>
35.5
feet
Total required volume=======================>
586926
cu. ft.
Actual design volume========================>
666333
cu. ft.
Seasonal high watertable elevation (SHWT)===>
38.0
feet
Stop pumping elev.__________________________>
44.3
feet
Must be > or= to the SHWT elev.==========>
38.0
feet
Must be > or = to min. req. treatment el.=>
41.5
feet
Required minimum treatment volume===========>
396900
cu. ft.
Volume at stop pumping elevation============>
472738
cu. ft.
Start pumping elev._________________________>
46.4
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
619783
cu. ft.
Volume at start pumping elevation===========>
619693
cu. ft.
Required volume to be pumped================>
143476
cu. ft.
Actual volume planned to be pumped==========>
146955
cu. ft.
Min. thickness of soil liner when required==>
1.8
feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: �j ^I� •
o�

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 Iater 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-
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 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 p
replacement. ump operation. An unusually loud or grinding
noise, a large amount of vibration, may indicate that the pump is in need or repair or
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
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Identified problems should be corrected promptly. It is advisable to inspect your
during or immediately following a heavy rain. If technical assistance is neededto
ystem
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 slope.
I 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 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,

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 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 Iagoon
storage for the winter.
. • The lagoon liquid Ievel 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. n
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:
0

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.