310516_Application_20240329

State of North Carolina
Department of Environmental Qualitv
Division of NVater Resources
.knimal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2024, the North Carolina State: Non-Discharge General Permits for Animal Waste Management S-y stems wIII
expire. As required by these: pewits. facilities that haN,e been issued Certificates of Covcrage to operate undo- t lesL State:
Non-Discharge General Permits must apply for renewal at least 180 days prier to their expiration date. Therefore, al a-)piic:ations
must he received by the Division of Water Resources key no later than April 3. 2024.
Please do itol leaw,e a►ky ytrextiorr wiaitsivered. Please iverij, all information arid make arty necessat_ , rorrec, ions below.
.11Yplivation must he s fined and dated hy the Permittee.
1 . Certificate Of Coverage Number: AWS 110516
2. Facility Name: Jamie: Dail Farm
3. Penilittee's Name (.same', as on the Waste', Management Plan ): Jamie L. Dail
4. Permittee's Mailing Address: 5825 S NC I lwy 50
City: Wallace State: NC Zip: 2$466-7486
Telephone; Number: 910-376-4227 Ext. E-mail:
5. Faeilit�`s Ph�-sical .Address: 5815 S NC 50
Wallace State: NC lip: ,1s466
6. County where Facility is located: Du Alin
7. I'arn1 Manager's Name ( if diffierent from Landowner):
X. Farm Manager's telephone number (include area code):
9. Integrator's Name ( if there is not an Integrator, %%rite "None"): Murphy-Brown LLC
10. Operator Name (01 ): Jamie L. Dail Phone No.: 910-376-4227 OIC Y: IS )3 3
11 . Lessee's Name ( if there.' is not a Lessee. write "None" ):
12. Indicate anlnial operation type an(l 11111111-le'r:
Current Permit: Operations 'I vpe AIIoWable: Count
SwInc: - \Vean to Finish ,,47
Operation Types:
S,winc Cattle Dry, Poultry Other 'hues
Wean to Finish Dairy Caif [ion Laying Chickens E iorse s - Horses
\Vean to Feeder Dairy I Ieitcr Laying Chickens I Iorses - Other
Farrow to Finish MiIk Coxv Pullets Shaer - Sheep
Feeder to Finish Dn- Cow Turkeys Sheep - Other
Farrow to ` "ean Beef Stocker Calf Vurkey Pullet
Farrow to Feeder Beef Feeder
Boar Stud Beef Broad Cow Wet Poultry
(lilts Otlier Ikon Laving Pullet
Other Layer;

Note: In accordance with NC General Statutes 143-2 15.6A and 143-2 15.6B, any person who knowingly makes any false
statement, representation. or certif cation in any application may be subject to civil Penalties uP to S?5,000 Per viols ition. ( 18
U.S.C. Section 1001 provides a punishment by a tine of not more than S 10,W0 or lnlpfisonnlent of not more: than 5 N ca rs, or N-)t11
for a similar offense. )
Print the Name of the: Pe:rmittee `Landowner/Signing Official and Sign below-_ ( If nitiltihle Landowners gist. all landow iers
should sign. If Landowner is a Lorporation, signature should be by a principal executive officer of the corporation ):
Name; Print Tam, e i. J)Cft '/ s Title::
Signature: � � _ Date:
'game ( Print): - - -- ,- �.- _ _ Title: --- -- - -- — - —
Signature: - Date: - _---
Maine ( Print ): Title: - -- --
Signature: Date:
THE. COMPLETED APPLICATION SHOULD BF. SENT TO THE FOLLOWING ADDRESS:
E-mail: animal.operations(u deq.nc.go,%-
NCDEQ-D«'R
Animal Feeding Operations Program
1636 N. lail Service Center
Raleigh, North Carolina 27699-1636

WASTE UTILIZATION PLAN
PRODUCER: Jamie Dail Finisher
LOCATION : 5823 NC Hwy, 50 S.
Wallace, NC 28466
TELEPHONE: (910) 285-7131
TYPE OPERATION : wean-finish
NUMBER OF ANIMALS: 2347
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollutior
of surface and/or groundwater. The plant nutrients in the animal waste should be used t( I
reduce the amount of commercial fertilizer required for the crops in the fields where the wastE i: ,
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 scafE
manner. Always apply waste based on the needs of the crop to be grown and the nutrien'
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types c[rE
important as they have different infiltration rates, leaching potentials, cation exchangE
capacities, and available water holding capacities. Normally waste shall not be applied to lanc
eroding at greater than 5 tons per acre per year. With special precautions, waste may bE
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, where i
is raining, or when the surface is frozen. Either of these conditions may result in runoff tc
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 nutrients -br
crop production and to reduce the potential for pollution, the waste should be applied to
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.
The estimated acres needed to apply the animal waste is based on typical nutrient content fo -
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 samplincl
techniques, preparation , and transfer of waste samples to the lab for analysis.
This waste utilization plan , if carried out, meets the requirements for compliance with 15A NCAG#
2H .0217 adopted by thE:3 Environmental Management Commission.
Page 1

WASTE UTILIZATION PLAN
Amount of Waste Produced Per Year gallons, ft, tons, etc.)
2,347 animals X 1.18 (tons) waste/animal/year = 3,797 (tons) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
2,347 animals X 1 .959 lbs. PAN/animal/year = 41598 lbs. PAN/year. (PAN from
Guide Std. 633) Tech
Applying the above amount of waste is a big job. You should plan time and have appro x ate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and Surf ace
application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Applicai is n
-
6801 3,7 & 8 FoA Bermuda (G) 225 15.05 3386.25 March-Sept
6801 -3,7 & 8 FoA Small Grain G 50 15.05 752.5 Sept - April
7811 1 13 FoA Bermuda G 225 2.77 623.25 March-Sept
7811 1 (13) FoA Small Grain G 50 2.77 138.5 Se t - April
-
Total 17.8-2T 4,900.50
*This N is from animal waste only. if nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N requiremer ts.
Beginning in 1996 the Coastal Zone Management Act will require farmers in some eastern counti ms of
North Caroline to have a nutrient management plan that addresses all nutrients. This plan o -1Iy
addresses Nitrogen.
Page 2

WASTE UTILIZATION PLAN
Table 2: ACRES OWNED 8 ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre* Utilized Application
6801 4 FoA Bermuda (G) 225 3.00 675 March-Set —_
6801 ~4 FoA Small Grain G 50 3.00 150 Se t - April
6801 5 FoA Bermuda G 225 4.79 1077.75 March-Set —
6801 -5 FoA Small Grain f G 50 4.79 239.5 Sept - April _—
6801 6 FoA Bermuda G 225 3.81 857.25 March-Se t
6801 �6 FoA Small Grain G 50 3.81 190.5 Sept - April —
Total 11 .60 3,190.00
See footnote for Table 1 .
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 17.82 41901
Table 2 11 .60 3, 190
Total 29.42 87091
Amount of N Produced 4,598
Surplus or Deficit (3,493)
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

WASTE UTILIZATION PLAN
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate In/Hr) Amount In.
All FoA All 0.5 .5-1 .0
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the averc:ge of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation *see lagoon design.
. Call the local Natural Resources Conservation Service (formerly Soil Conservation Service ) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount jer acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation: Acres shown are "irrigated acres". All land in the plan
will be planted each year with millet and followed by small grain.
All land will be grazed.
Page 4

WASTE UTILIZATION FLAN
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 -- Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be ,applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
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_
Page 5

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered .
10 Waste nutrient: shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1 , 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1 , 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over-spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that courses no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system .
Page 6

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre-plant with no further applications 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 rraintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall bE: tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied . Nitrogen shall be the rate-determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
Dead animals will be disposed of in a manner that meets North Carolina regulations.
23
Page 7

WASTE UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Jamie Dail Finisher
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 he submitted to the Division of Environment Management (DEM) before the
new animals Gre stocked. I (we) also understand that there must be no discharge of
animal waste 'rom 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 :he office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: Jamie Dail
(Please print)
Signature: Date:
Name of Manager (If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) Toni King
Affiliation: Murphy - Brown
Address (Agency): P.O. Box 856
Warsaw, NC 28398
Signature: Date: L
Page 8

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John R . Lenfestey, P. F. Castle Hayne, North Carolina
Operator: Jamie Dail Finisher FarrrCounty: Duplin Date: 07/13/97
Distance to nearest residence (other than owner)
: 1500. 0 feet
1 . AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) X 1417.0 Ibs.
7� 0 sows (farrow to feeder) X 522. 0 Ibs. - Q Ibs.
?3q �80'0�'head (finishing only) X - 0 Ibs.
0 sows (farrow to wean) X � tS 433. 0 Ibs. _ 270,000
911)310 5; 0 head (wean to feeder) X 30. 0 Ibs. = 0 bs.
0 head (other than swine) X 20.0 Ibs. � Iles.
Describe other : - 0 lips.
Total Average Live Weight = 270,000 lips.
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 270, 000 Ibs. ALW x Treatment Volume(CF) / lb. ALW
Treatment Volume(CF)/lb. ALW = 1 .00 CF/lb. ALW
Volume = 270,000 Cubic Feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 Cubic Feet ( As Per Owner's Request )
4. TOTAL DESIGNED VOLUME
Inside Top Length: ____> 270.00 Feet
Inside Top Width: ____> 152.50 Feet
Top of Dike Elevation: ____> 52.50 Feet
Bottom of Lagoon Elevation: ____> 39.00 Feet
Freeboard Height: ____> 1 .00 Feet
Side Slopes (Inside Lagoon): ____> 2.50 : 1
Total design volume using prismoidal formula
SS/END1 SSIEND2 SS/SIDE SS/SIDE2 LENGTF WIDTH DEPTH
2. 50 2.50 2.50 2.50 265.00 147.50 12.50
AREA OF TOP
LENGTH * WIDTH =
265. 00 147.50 = 39,088 Sq. Ft. (Area of Top)
AREA OF BOTTOM
LENGTH * WIDTH =
202. 50 85.00 = 17,213 Sq. Ft. (Area of Bottom)

John R. Lenfestey, P. E. Castle Hayne, North Carolina
Operator. Jamie Dail Finisher FarrrCaunty: Duplin Date: 07113/97
AREA OF MIDSECTION
LENGTH * WIDTH * 4
233.75 116.25 = 1081694 Sq. Ft. (Area of Midsection * 4)
Cu. Ft. _ [Area Top + (4*Area Midsection) + Area Bottom] Depth/6
Cu. Ft. _ ( 39,088 + 108,694 + 177213 ) 2.08
Total Designed Volume Available = 343,737 Cu. Ft.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
270.00 152.50 = 41 , 175.0 Sq. Ft.
Buildings (roof and lot water)
0.0 Sq. Ft. Describe this area:
Total Drainage Area = 41 , 175 Sq. Ft.
Design temporary storage period to be 60 days.
5A. Volume of waste produced
0 sows (farrow to finish) X 23.0 GPD = 0 GPD
0 sows (farrow to feeder) X 8.0 GPD = 0 GPD
23000 head (finishing only) X 2.3 GPD = 41600 GPD
0 sows (farrow to wean) X 7.2 GPD = 0 GPD
0 head (wean to feeder) X 0.5 GPD = 0 GPD
0 head {other than swine} X 1 .0 GPD = 0 GPD
Describe other
Total Volume of Waste = 41600 GPD
Volume = 41600 GPD " 60 days in pumping cyGe
Volume = 276,000 Gals. or 36,898 Cu. Ft.

John R. Lenfestey, P. E. Castle Hayne, North Carolina
Operator: Jamie Dail Finisher Farrr County: Duplin Date: 07/13/97
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 60 days storage I7.48 gal per CF
Volume = 0.0 Cubic Feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
60 days excess rainfall = 2.33 I nches
Volume = 2.33 In. " DA / 12 Inches per Foot
Volume = 8,006 Cubic Feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.50 In. " DA / 12 Inches per Foot
Volume = 25,734 Cubic Feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 36,898 Cubic Feet
5B. 0 Cubic Feet
5C. 8,006 Cubic Feet
5D. 25,734 Cubic Feet
TOTAL 70,639 Cubic Feet

1
1
John R. Lenfestey, P. E. Castle Hayne, North Carolina
Operator. Jamie Dail Finisher Farrr County: Duplin Date: 07/13/97
6. SUMMARY
Temporary Storage Period: --- -----> 60 Days
Rainfall in Excess of Evaporation: =============> 2. 33 Inches
25 Year - 24 Hour Rainfall: ________-____> 7.50 Inches
Freeboard Height: --------•----> 1 .00 Feet
Side Slopes (Inside Lagoon): 2.50 : 1
Inside Top Length: --------•--~--> 270.00 Feet
Inside Top "Width: --------•---- 152.50 Feet
Top of Dike Elevation: ------------- 52.50 Feet
Bottom of Lagoon Elevation: 39.00 Feet
Total Required Minimum Volume: 340,639 Cu. Ft.
Actual Design Volume: --------•-----> 343, 737 Cu_ Ft_
Seasonal High Watertable Elevation(SHWT): 45.00 Feet
Stop Pumping elevation: ------- ---- 49. 55 Feet
Must be > or = to the SHWT elev. : ____> 45.00 Feet
Must be > or = to min. req. treatment el. .- ____> 45. 00 Feet
Required Minimum Treatment Volume: ____> 2701000 Cu. Ft.
Volume at Stop Pumping Elevation: ____> 271 ,376 Cu. Ft.
Start Pumping Elevation: --------• ----> 50.80 Feet
Must Be at Bottom of Freeboard & 25 Yr. Rainfall:
Actual Volume Less 25 Yr.- 24 Hr. Rainfall: ____> 3187003 Cu. Ft.
Volume at Start Pumping Elevation: ____> 3161878 Cu. Ft.
Required Volume to be Pumped: 44,905 Cu. Ft.
Actual Volume Planned to be Pumped: ____> 45,502 Cu. Ft.
Min. Thickness of Soil Liner When Required: ____> 1 .5 Feet
7. Designed By. John Lenfestey, P. E. Approved By g
DATE: A E.D T : c
294 ;
NOTE. SEE ATTACHED WASTE UTILIZATION N •.,.

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•
System Calibration
Information presented in manufacturer' s s charts are based on average operation
s with relatively new equipment. g• p
thane p Discharge rates and application rates
g over time as equipment gets older PP te`'
Pump w 9 and Components wear. In articular
P R ear tends to reduce operatingpressure p '
nozzle wear r p and flow. With continued use,
results in an increase in the nozzle opening •
discharge rate while decreasingP 9 which well increase the
the wetted diameter.
You should be aware that operating •
design � 9 the system differently than assumed in
will after the application rate diameter the
9 eter of coverage,,
application uniformity. For era9e. and subsequently the
example, operating the system with excessive results in smaller droplets, greater potential slue press�lrI,
sprinkler p t a{ for drift, and accelerates wear of h
• p nozzle . Clogging of nozzles Gan resultt
intakes or crystallization in pressure increase . Plugged
• of mainlines will reduce operatingre •
below design pressure teat{ redo pressure . Operating
greatly reduces the coverage diameter and application uniformity. pp an
For the above reason , you should call •
brace your equipment on a re ufar basi ensure proper application rates and uniformrt 9 s to
three ear Y Calibration at feast once every
years is recommended . Calibration involves c �'
ollec �rng and measuring flow ;3t
several locations in
the application area . Any number of
- containerscontainers can be used tocollect flow and determine the application sires rate . Rain gauges work best because
they already have a graduated scale from which
to read the application amount
without having to perform additional calculations . However,
jars , or anything with a uniform o e er, pans, plastic bucicet:�,
the li quid opening and cross-section can be used provided
q , d collected can be easily transferred t p o a scaled container for measuring ,
For stationary sprinklers, collection •
containers should be located randomly
throughout the application area at sever •
. a ( distances from sprinklers . For traveling guns, sprinklers should be located alonga trap 9
Of pull . Seto Sect perpendicular to the direction
• p out collection containers 25 feet apart al
sides or the gun cart. P ong the transect an both
g rt. You should compute the avers e a li
nonunrforr,�rty of the application . 9 RP cation rate for all
PA on a windless day, variation between containers
ners
of more than 30 percent is cause for concern . You should contact your irrigation
dealer or
technical specialist for assistance . 9
`Reprinted for Certification Training for Operations of Anima! Waste Management Systems Manual

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be aear--round riori . It is especially
important to � y P � � �
im
po manage levels so that you do not have problems rain extended during and
wet periods. C y
MaXiMum oon storage capacity should be available in the for or periods when the
i
receiving crop s domiant (such as wintertime for bermudagra.ss) or when there are
extended rainy spells such as the thunderstorm season in the summertime.
that at the first signsmmezrttme. This means
of plant growth in the later winter/early spring, irn* anon according
a farm waste management plan should b g g to
ag ,p e done whenever the land is dry enough to
receive lagoon liquid. This will make �storage ace available in the 1
nods. In the lagoon for futlu�e wet
Pe e late summer/early fall the lagoon should be um down to
marker (s= pumped the low
• . Figure 2-1) to allow for winter storage. Eve effort should
m�urucun the - � �' ould be made to
lagoon close to the minimum liquid level as Jon as the weather
utilization plan w' g and waste
p will allow it. _
Waiting until the lagoon has reached its maximum storage •capacity before starting to
=gate does not leave .room for storing excess water dun'n extended we
Overflow from the lagoong t periods. _
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:
g
• Mainten.ince of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. 'The vegetation should be ferdhzed each ear, if needed to
maintain afertilizer y 'vigorous stand. The amount of 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
should befe with areas
800 pounds per acre of I0-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraving, g, chopping, or a combination of
thesepractices.
practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NO If vegetation is ,:ontrolled by Spranng, the herbicid
10
e must not be allowed to eater
the lagoon water. Such +�henucais could harm the bacteria ' a .
the waste.
in the lagoon that are treating
Maintenance inspections of the entire lagoon should be made during initial g nng the init�al fiffling of
the lagoon and at least monthly and after major rainfall and storm events.
checked should ' -� Items to be
include, its a minimum, the following:
. Waste Inlet Pipes, Recycling Pi and Overflow Pi
. g Pipes, Pipes—look for.
1 . separation o f jom* ts
2- cracks or breaks
3 . accumulation of salts or minerals
4 . overall condition of pipes

• Lagoon surface---look for:
1 . undesinable vegetative growth
. 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
S. rodent damage
Larger lagoons may be subject to liner damage due to wave action cam
winds. ,g by strong
. These waves can erode the lagoon sidewalk, thereb weakening the la
A good stand Y g goon dam.
g of vegetation will reduce the potential a caused b acts y wave on. If
wave action causes serious damage to a lagoon sidewall, baffles in the may lagoon be
used to reduce the wave impacts. - g y
Any of these features could lead to erosion and weakeningof the
dam. If your lagoon has
any of these features, .you should call an appropriate expert familiar with desig
n and
construction of waste lagoons. You may
need toprovide a tem fix ifof a w Q . Po�Y there � a ttueat
rite discharge. However, a permanent solution should be reviewed b the
technical expert. y An di y
� 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 1 operation of:�
recycling pumps
2. i.~rigation pumps
Check for leaks, loose P Pe sually pump fittings, and overall. operation. An unu loud or gnndin cr
�
noise, or a large amount of vibration, may indicate that the pumpis in need or re
pair or
replacement.
NOTE: Pumping systems should be inspected and operated fr uenti
„ �� pe eq y enough so that you
are not completely surprised by equipment ure. You should performyour-pumping
stem maintenance at � � f
system ti time when your lagoon its at its low level. This will allow some
safety time should major repairs be required. Having a nears full '. , , � g y Lagoon is not the time
to think about switching;, repa=* * , or borrowingum s. Probably, a '• ' pumps. Your lagoon is foil,
your neighbors lagoon is full also. You should consider an invento
arts or maintaining ry of share
p pumps.
40
Surface viater diversion features are designed to all surface
drainage �w carry
g aters (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 our flushing
. y g
(washing) system pipes and the rainfall that hits the lagoon directly.
. � Y
You should inspect your diversion systems for the following-,
1 . adequate vegetation
2. diversion capacity
3 . ridge berm height

Identified problems should be con=ted promptly. It is advisable to inspect our
auzi.n or im �� y system
g • mediately following a heavy tool. If technica.I stance is needed to
de e proper solutions, consult with
appropriate experts.
P
You should record the level of the lagoon just prior to when rain '
record. P is predicted, and then
rd. the level again 4 to 6 hours after the rain (assumes there is .
• no pumping). This w�I.l
give you an idea of how much your lagoon level v�TiII rise with a certain .
must also be amount
(yourxordin g your rainfall for this to work) . .
• ^, ) Knowing this should help in
p g =,cation -applications and storage. If your lagoon rises excessivel
have an u�3ow problem from a surface w y' ou y may
water diversion or these may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup-0
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
eas half full of Ovater before
waste loading begins, taking care not to erode linincy or. bank slopes.
b pes.
J . Drainpipes into the lagoon should have a flexi le b pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during � '
• ag b ..ritual
f.11ung or another means of slowin the incoinin¢ '
. g water to avoid erosion of
the lin2ng.
4. when possible, begin Ioadin new moons in the ' e
. g �, spring to m
bacterial establishment (due to wa=er weather).
5. It is oon recommended that a new be seeded with sludge dge from a healthy
working swine lagoon in the amount of 0.25 :cent of the full.
h pe lagoon
quid volume. This seeding should occour at least two weeks
aa�d prior to the
or. of wastewater.
6. Maintain a periodic check on the Gaon liquid
�, lot, q pH. If the pH falls below
•0, add agricultural line at the rate of 1 and 1000 cubic
1� p� fev, of
lagoon liquid volume until the pH rises above 7. 0. Optimum .
4p lagoon d
pH is between 1 .5 and 8.0.
7. A dark color, lack of bubbling, and excessive od. or signals utade���ate
biological activity. Consultation with a technical s~oecialist is recommended
if these renditions occur for prolonged periods, esnecially during P � _ g the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a la
goon, the better the
lagoon will function. Flush systems that wash waste into the oo 'n several times dai1Y are
Optimum for treatment~ Pit recharge systems in which one or more '
buildings are drauned..
and recharged each day; also work well.

Practice water conservation--minimze building usage water e and
• �
sp�Ia=;e from leaking waterers, broken i and washdown through
F � g
proper maintenance and water conservation.
• Minimize feed a and sp�e by in feeders ad'usted.
• keeping � This
will reduce the amount of solids entering the moon
eat: .
• Maintain lagoon liquid level between the ent storage level P � land
the full temporary storage level.
• Place •visible markers or stakes on the oon bank to show the
'um liquid level and the maximum liquid lever 2-I
(Figure .)
Start irrigating at the earliest possible date in the sorin based on
nutrien t r _ g
eu uirem ents and sojl moisture so that temporary storage
will be maxinuzed for the summer thun rni '
season. Similarly,
=gate: in the late summer/early fall to provide maximum lagoon
oon
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 ou are o
y removing sludbe.
• 7�0cate :Moat pump intakes approxiMatei 18 inches underneath the .
v y �a
surface and as far awav from the drainpipe inlets as ssible.
p pe po
Prevent additions of bedding mate, long-stemmed forage or-vege=on'
molded feed
plastic syringes, or other foreign into the lagroon..
Pre�uently remove solids from catch basins at end of confinement hou
ses uses or
wherever they are led.
•- Maintain strict vegetation, rodent, and varmmt control near lagoon�g edg -S-
Do not allow tiers or large bushes to grow on oon dam or emb eratt:
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills �0 percent of the permanent storage volume.
If animal production is to be terminated, the owner- is responsible for
obtainin - � • -
g and implementing a closure plan to ehnunate the possibty of a_
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by.

• proper lagoon sizing,
• mechanical solids s=aration or flushed waste,
• gravity settling of flushed waste solids in an appropriately deli '. �� brim, or
• m.ininU=g reed wastage and sp loge.
Lagoon sludge that is removed annuallyrather than stored Iona, te= •
a will.
. have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
'ire a custom applicator.
• Na the sludge and lagoon liquid with a chopper-agitator im eller
• P
pump through large-bore sprinkler Irrigation system onto nearby eland;
and soil incorporate.
. Dewater the upper part of lagoon by irrigation onto nearbv cropland or
1. rageland; mix rem stud e• ump into liouid slud�� 00
g 7 P _ _ be appucstor; haul
and spread onto cropland or forageland; and soil incorporate.
. Dewater the upper oars of lagoon by irrigation onto nearby crooland or
fog . • o . Q - . . . .y . -,
ranlwid, dria." e sludge from lagoon with g e or sludge narze• berm
an area beside lagoor, to receive the sludcre so that licuids can drahi back
into lagoon; allow slug ge 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 anal zed for waste
constituents just o � y .as you would your lagoon water. "he sludge will contain differ=t
nutrient and metal values from the liquid. The application of the sludge to fields will- be
Iirnited by these nutrients as well as an previous waste a licadons to that field
i
Y P PP and crop
requirement. Waste application rates will be discussed n devil in Chanter 3 .
When removing sludge, you must also pay attention to the liner to prevent dam tee. Close
attention b e P a'y the pumper or drag-brie operator will ensure that the con liner remains
intact_ If you see soil material or the synthetic Liner material berg disturbed, you should
stop the aeiiviry immediately and not resume until you are sure that the sludcre can be
removed without liner injury,
If tie liner is damaged it must e b repaired as soon as
Possiole.
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 hosohorus
and metal Ieve' '' P `ts. 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 phosohorez, 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 applic on of sludge will incrmse the amount of odor at the waste application site..
Extra precaution should be used to observe the wind direction and other conditions which
could incrmse the concern of neighbors.

Possible of Lagoon Failure
Lagoon failures -re it in the unplanned discharge of was from the structure.
of fures ' ���include leakage through the bottom or sides, overt�o in and breach of the
dam. PP g�
• g proper design and construction, the owner has the responsibility for
?�'�° �Y
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon stm an le is the scat of a.
in the dam without proper P P�'e
prop design and co on. (Consult-an =pert in
lagoon design before placing any p' in dams.
Lagoon liquid levels—high levels.are a. safety �.
Failure to inspect and maintain the dam_ '
Exces( surface water- flowing into the con.
• Liner integrity--protect from inlet scouring damage during sludge
Pipe . �, g b
renlov,�1, or rupture from lowering lagoon liquid level below groundwater
table. �°
NOTE: If lagoon water is allowed to overtop the dam the movie water-will
• P � g soon cause
gu Hes to form in the dam. Once this damage starts it can quickly- cause a l ..
of wastewater an �� ' � � Y large cscharge
d posSible dam failure.

EMERGENCY ACTION 'PLAN*
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) cis _ i
� ��
EMERGENCY MANAGEMNET SERVICES ( EMS ) ` _ L��
SOIL AND WATER CONSERVATION DISTRICT (SWCD ) � � _ _
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) t Lam
COOPERATIVE EXTERSION SERVICE (CES } t _L�-�
This plan will be implemented in the event that wastes from your operation are leaki lg,
overflowing or running off site. You should not waif until wastes reach surface caters
or leave you property to consider that you have a problem. You should makes every
effort to ensure that this does not happen . This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
'1 . Stop the release of wastes. Depending on the situation, this may ore may nat be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are :
a. Add scii to berm to increase elevation of dam.
b . Pump wastes to fields at an acceptable rake.
C. Stop all flows to the lagoon immediately.
d . Call a pumping contractor.
e . Make sure no sur�ace water is entering lagoon.
6 . Runoff from waste application field-actions include:
a. Immediately stop waste application .
b . Create a temporary diversion to contain waste .
c. Incorporate waste to reduce runoff.
d . Evaluate and eliminate the reason (s ) that cause the runoff.
e . Evaluate the aopiicarion rates for the fietds where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b . Stop irrigation pump .
c. Close valves to eliminate further discharge.
d . Repair ail leaks prior to restarting pumps.
D . Leakage from flush systems, houses, solid separators-action include:
a . Stop recycle pump .
b . Stop irrigation pump.
C . Make sure siphon occurs.
d . Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon . Often this is seepage as oppo:;e f
to flowing leaks-possible action :
a . Dig a small sump or ditch from the embankment- to catch all
seepage , put in a submersible pump, and pump back to lagoon .
b . If holes are caused by burrowing animals, trap or remove animals and f, ll
holes and Compact with a clay type soil .
c. have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
i

2. Assess the extE!nt of the spill and note an obvio
us ous darnaqes.
a . Did the waste. reach any surface waters ?
b . ApproxlmatE:ly how much was released and f r ?
o what duration .
c . Any damage notes, such as employee injury, fish '
d . Did Y 1 ry, kills, or property damage ?
the spill leave the property?
e. Does the spill have the potential to reach su "
race waters ?
f. Could
a future rain event cause the spill to reach surface waters?
?
g . Are potable water wells in danger (either on or off
h . how m � 9 o the property)?
much n3iached surface waters ?
S . Contact appropriate agencies.
a. During normal business hours call our DWQ re •
hours e Y regional office, Phone - -. Ater number: 919-733-3942. Your phone call should incfude:
name, facility number, telephone number, the sour
details of the incident from item 2
above, the exact location of the facility.. the loco
h tY• location or direction of movement of
the spill , weather and wind conditions . The corrective� e measures that- have been
under taken , and the seriousness of the sitution
b. If spill leaves property or enters surface wat •Ears, call local StUIS phone numb ;r.
c. a. instruct EMS to contact local Helath Department.rtment.
d . Con pact CEs , phone number - , local SWCD office
f �, Ce phone number - -, and local
MRCS of
ice for cadviceftechnical assistance phone number - -.
4. if none of the above works call 911 or the Sheriff_s Department and explain you
problem to them and ask the person to contact the proper .
p per agencies for you.
� . Contac� the contractor of our choice to begin •
site damage .
Y g n repair or problem to minimize ofi -
a. Contractors Marne:
b . Contractors
Address. --�
c. Contractors Phone: 1
L � --
6. Contac-t- the technical specialist who certified thelagoon agoon (MRCS, Consulting
Engineer, etc. )
a. Name : , .
b . Phone • t _ 10,
_. .._.
7. Implement procedures as *advised by DWQ. and technical assistance agencies to
rectify the damage , repair the system, and reassess 'the waste m
anagrnent plan 10
keep problems with release of wastes from happening again .
p 9 9
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Version—November 26, 2018
gMona eme NIntethoMortality
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Metf,ods other than those listed must be approved by the Stare Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of lma tter
((3.S.106-403). The bottom of the burial pit should beat least one foot above the season al
high water table. Attach burial location map and plan.
Landfill at municipal solid wasto facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
�k composting systemapproved a d and permitted by the NC Department of Agriculture & C )n-
,. umer Services VeterinaryDivision (attach copy of permit). If compost is distributed cuff- farm,
tiddltlonaq I requirements must be met and a permit is required from NC DEQ.
only, placing in a disposal pit of a size and design approved �y the
In the case of dead poultry y, p 9
NC Department of Agriculture & Consumer Services (G.S. 106_549.70).
in the professional opinion of the State Veterinarian, would make pc ssible
,any method which, p
the salvage of part of a dead animal's value without endangering human or animal h��al :h.
Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These pLan!; are
P
also recommended for all animal operations. This plan outlines farm-specific mortal ty man-
g
a ement methods to be used for mass mortality. The NCDA&CS Veterinary Division sUP-
ports a variety of emergency Y mortalit disposal options; contact the Division for guid ar ,.e.
A catastrophic mortality p rtalit disposal plan is part of the facility's CAWMP and is acti,ral ed
•
when numbers of dead animals exceed normal mortality rates as specified by tl" a State
Veterinarian.
• Burial must be done in acc
ordance with NC General Statutes and NCDA&CS Vetcrinary
Division regulations and guidance. refer to facility's ar.irr al
• Mass burial sites are subject to additional permit conditions ( Y
waste management system permit). Veterinarian may enact
• In the event of imminent threat of a disease emergency, the State Ve Y
or measures for disposal according to G.S. 1 CS- 399.4.
additional temporary procedures
3 "0
Signature of Farm owner/Manager
Date
440 of Technical S ecialist Date
Signature P