540037_Application_20240219

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
Pollock Family LLC
ARM Family Farm
2307 Hwy I I S
Kinston, NC 28504
NORTH CAR©LINA
Environmental Quality
February 12, 2024
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non -Discharge General
Permits, you must submit an application for hermit coverage to the Division of Water Resources (DWR) by April 3, 2024.
Enclosed you will find a 'Request for Certificate of Coverage for Facility Currently Covered by an Expiring State
Non -Discharge General Permit." The application form must be completed, signed by the Permittee, and returned to the DWR by
April 3, 2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699 1636
Email: animal.operations@,deg.nc.gov
phone: [phone]
Please note that you must include one (1) copv of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to $25,000 per day.
Copies of the animal waste operation State Non -Discharge General Permits are available at
www.deg.nc.pov/animalpennits2024. General permits can be requested by writing to the address above.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
Michael Pjetraj, Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non -Discharge
General Permit
North CaroiiusDipartmatofEu ironmrutalQuabiy DiriaionofAt'aterRtsourses
XU orth Salisbm Streo 1636 Xfail Sen i€e Ctntfr Raltigh, North Carolina 2T699.1435

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
Lagoon
6/26/1994
Full, clay
702,834.00
81,893.00
19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS540037
2. Facility Name: ARM Family Farm
3. Permittee's Name (same as on the Waste Management Plan): Pollock Family LLC
4. Permittee's Mailing Address: 2307 Hwy
City: Kinston State: NC Zip: 28504
Telephone Number: 252-560-1948 Ext. E-mail:
5. Facility's Physical Address:'
City: Deep Run State: NC
6. County where Facility is located: Lenoir
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Smithfield Hoe Production
10. Operator Name (OIC): Jeremy Alan Turner Phone No.: 252-526-0958
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 - Gilts 3,168
Operation Types.
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Pullets
Feeder to Finish
Dry Cow
Turkeys
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers
Zip: 28525
OIC #: 1010762
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep - Other

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print):
Signature:
Name (Print):
Signature:
Title: AJ24,344%
D. ,
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

Murphy -Brown, LLC 1/12/2022 2822 Hv,,y 24 West
P, 0 Box 856
Klaisaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
Pollock Family, LLC
ARM Family Farm, AWS540037
uounty. Lenoir
Permit (:opacity _
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts 3168
Boa rs
Storaqe Structure. Anaerobic.
Storage Period:
Application Method,
>180 days
Irrigation
um
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water 'holding capacities,
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils. when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to Surface waters which is not allowed
Linder DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problerns,
6To n-taxinnize the value of the nutrients for crop production and to reduce the potential
for Pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

This plan is based on the waste application method shown above. if you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out. meets the requirements for compliance with 15A NCAC
2H 0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, W, tons, etc.):
Capacity Type Waste Produced er Animal Total
Farrow to Wean
3203 gal/yr
gal/yr
Farrow to Feeder
3861 gal/yr
gallyr
Farrow to Finish
10478 gal/yr
gai/yr
Wean to Feeder
191 gal/yr
gailyr
Wean to Finish
776 gal/yr
gallyr
Feeder to Finish
927 gal/yr
gallyr
3168
Gifts
1015 gaUyr
3,215.520 gal/yr
Boars
2959 gal/yr
I gal/yr
Total 3,215,620 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean
3.84 lbs/yr
tbsryr
Farrow to Feeder
6,95 lbs/yr
Ibs/yr
Farrow to Finish
18.86 tbslyr
ibs/yr
Wean to Feeder
034 tbslyr
lbslyr
Wean to Finish
1.4 ibs/yr
Ibs/yr
Feeder to Finish
1,67 lbs/yr
Ibs/yr
31611
Gilts
1.83lbs/yr
5,797 Ibs/yr
Boars
5,33 Ibs/yr
I Ibs/yr
Total 5,797 ibstyr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 33.73
Total N Required 1st Year: 6296.77
Total N Required 2nd Year: 6447.77
Average Annual Nitrogen Requirement of Crops: 6,372.27
Total Nitrogen Produced by Farm: 5,797.44
Nitrogen Balance for Crops: (574.83)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of11

v n m( {shoo-
0tV9 LJ
tit
t tt jj [
Y ...
F y,.
t g 1!1
r c cif + d( t 7
C.. Ca C G>
a
Sl Rl
� �; � 6h �CYi S1> t7M �— t_• � � F�� � ��� � � � � ` � i f .._�..��� t � � g �. _.1'".,:.. � p 1
jj 3 C} t 3iij iii
t t
i
44
_##
CL
pz z€ziz.
1,0
3 !
w
b .may ex° l„C,
q o,
irs u,
i
uaM In
ffi
}g p t
eww
a f f s v Iva
OE
cs c°
CO 7 a s o o j I t l 3 J
ZI
i4 .fi
11 --i7$ 5 q 1
{
�t t �. � �_. 4-4-
_# . i j._
L I L Ilr..

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen tosatisfy the requirements ofthe crops listed above.
The applicator is cautioned that pand K may be over applied while meeting the N requirements,
hnthe future, regulations may require farmers insome parts n/North Carolina vohave anutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplantedfields (i�.small grain, etc, interaeedadinhermud).forage must beremoved
through grazing, bay, and/or silage Where grazing, plants should bograzed when they
reach aheight nfsix hrnine inches. Cattle should beremoved when plants are grazed ma
height offour inches- |nfields where small grain, etc, isbuberemoved for hay orsilage, care
should heexercised not tulet small grain reach maturity, especially late inthe season (ia
April n/May) Shading may result if small grain gets too high and this will definitely interfere
with stand ofbarmudagrasn. This loss o/stand will result |nreduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay ursilage just before heading aois
the normal situation, you are encouraged hocut the small grain earlier. You may want \o
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed mcut toaheight of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Description- Harvested As
A
Barley
Grain Crop
6
Grazed Hybrid Bannudmgr ns
Pasture/Grazed
C
Hybrid 8ermudagmooHay
Hay
B/C
Comb. Hybrid Burmuda0moa
Gnaze/HayCnmbinahun
D
Com-Grain
Grain Crop
E
Corn -Silage
Silage
F
Cotton
Cotton Lint
Q
Grazed Fescue
Pasture/Grazed
H
Fescue Hay
Hoy
|
Oats
Grain Crop
l
Rye
Grain Crop
K
GrazedOversemd
Pasture/Grazed (Seeded inBennudagrasn)
L
OxeraeadHay
Hay (Seeded inBennudeQnmae)
M
Grain Sorghum
Grain Crop
N
Wheat
Grain Crop
O
Soybean
Grain Crop
P
Pine Trees
Pine Trees
0
Small Grain
GminCmp Hay (After Grain Crop)
CC
Cover Crop
Not Harvested; 8umod8]imkod In
Acres shown inthe preceding table are considered tobathe usable acres excluding
required buffers, filter strips along ditches, odd areas unable |obeirrigated, and perimeter areas
not receiving full application rates due Vuequipment limitations. Actual total acres inthe fields
listed may, and most likely will be. more than the acres shown inthe tables,
See attached map showing the fields to be used for the utilization of animal waste,
4o[11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
007
Wean to Finish
O27
Boars
0,55
The waste utilization plan must contain provisions for periodic land application ofsludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application wfnutrients cvother elements. Your production facility. will produce
approximately 1235.52 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based onthe rates nfaccumulation listed above,
|fyou remove the sludge every 5years, you will have approximately 8177.Opounds of plant
available nitrogen »uutilize. Assuming you apply this PAN Vohybrid Uennudagrass xay|andatthe
rate of 300pounds ofnitrogen per acre, you will need 2Daoneyofland. |fyou apply the sludge
x»cnmaterate of125pounds per acre, you will need 4S.42Qnacres ofland. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates wi||vary with soil type, crop. and realistic yield expectations for the specific
application fields designated for sludge application ottime uyremoval.
APPLICATION OFWASTE QYIRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or pondmg occurs. This rate is limited by initial soil moisture cnnkmt, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop,
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown inthe preceding table. Failure Voapply the recommended rates and
amounts uynitrogen shown inthe tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming �eamount
ofnitrogen allowed for the crop is not over applied. Nmany situations, the application
amount shown cannot boapplied because o/the nitrogen limitation, The maximum
application amount shown can bvapplied under optimum soil conditions.
Your facility odesigned for ~180days of temporary storage and the temporary storage must
beremoved onthe average ofonce every Omonths. |nnuinstance should the volume ofthe
waste stored inyour structure be within thn25 year 24 hour storm storage mone foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator mensure that the spreader equipment
hoperated properly toapply the correct rates tothe acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper upplicabonprior to applying the waste.
5uVn

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
in/hr
inches
T1622-F1
I
Norfolk
D
0.5
1
T1622-F1
2
Norfolk
0
0.5
1
T1622-F2
3
Norfolk
0
0.5
1
T11622-F2
4
Norfolk
0
0.5
T1617-F1
5
Norfolk
0
0.5
T1617-F1
6
Norfolk
D
0.5
T1617-F1
7
Norfolk
D
0.5
6 of 11

Additional Comments:
This plan dated 1/12/2022 revised to reflect the recalculated wetted acreage
.for this farm and also updates the production and application rates to match
.the current rates on the NCSU Nutrient Management website.
7 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of applications
for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field
(See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen,

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall be applied on actively growing crops insuch amanner that the crop is not
covered with waste »u adepth that would inhibit growth. The potential for salt damage from
animal waste should also be considered.
10 Nutrients from waste shall not be applied in fall or winter for spring planted crops on soils with
high potential for leaching. Waste/nutrient loading mms on these soils should be held to a
minimum and asuhpNe winter cover crop planted notake upreleased 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 nfthe land area onto which waste isapplied from alagoon that bacomponent cf
aswine farm shall beatleast 50feet from any residential property boundary and canal. Animal
waste, other than swine waste from h*dhdes sired on o, after October 1' 1995' shall not be
applied closer than 25feet toperennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200feet 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 bedischarged into surface waters, drai"ageways,orwetlands bydischarge
mbyoveemnaying.Animal waste may be applied to prior converted cropland provided the fields
have been approved usa land application site by o "technical specialist". Animal waste shall not
be applied on grassed waterways that discharge directly into water courses, and on other grassed
waterways, waste shall be applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16 Domestic and industrial waste from wasbdownfacilities, showers, toilets, sinks, ctc,shall not he
discharged into the animal waste management system.
10of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
17 Apnotecive cover of appropriate vegetation will be established on all disturbed areas (lagoon
embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, mprotect 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 Kanimal production ot the facility isnmbcsuspended o,terminated, the owner isresponsible for
obtaining and implementing a ^doaue 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 m
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 andothe,cnmskxcUrect human
consumption. Huwever, ifanimal waste b used oncrops for direct human consumption, it should
only be applied pre -plant with no further applications of animal waste during the crop season.
21 Highly visible markers shall beinstalled mmark 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. Amarker will be required »omark the maximum
storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested atleast annually at crop
sites where waste products are applied, Nitrogen shall bethe rate-clwzrminingnutrient, unless
other restrictions require waste to he applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the soil shall be monitored
and alternative crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop oruWuctinn. Soil and waste analysis records shall be
kept for a minimum of five years. Poultry dry waste application records shall be maintained for a
minimum ofthree years. Waste application records for all other waste shall be maintained fora
minimum rdfive years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.

N
fa i� .fss"1 O
N
Ph NOr(.006)r-
�rnr•)co'Lnoo,,,
<t d c�i rrj r� 4 L6 (c) n
ram.
0
N
N
C r- N n d- Lr) (D r- 0 Cfl
c,
N
N .�_t • ? .�•; ..
cNy
C
O
O
U�
C3
J
N
CJ
cn $
0
© O
i c3� n .
61.E O NON
o W
v "Z;
�O N� �p
s�
O a w
Oi iri 0 3: Z s iJ w u
0 V? a
t--4
..
oY- ENn'_©_I a ..
000
row C N
'CC cn ,z � 3 U� N PR

r
T

7t.
I
.'I - IOF7

04
0 CN
§ k

X.
fl)
co
- i
o a-
0
6 z
z
LL
.
�-
-
-
-
-
-
-
}

Lw
114
a)
c
0
CL
co
E
0
0
0 c
z
c
�
�
II�IININ
II
NIIIIIIINIIIYIII
�III�IN
II

IT
IT
LU
co-i
019
C:
'0
C>
C,
CS
x
x
x
x
xx
x
x
x
x
x
uj:*
c
C:
75
1--
C>
V
LO
m•a>
C:
$.9
ca
0
uj
C:
0
<D
W
CL
3
cc
4)
a
w
kt
ace
E
c
.9
E
o
(D
cr
%
IL
0)
4)
co
cr
a.
a
C:
4)
CL
CL
1�
3:
0
CL
a)
E
-1
lu-
OL
0a
0)
1: 0
If
L
OL
0
m
F-
tn
CO
0
to
C.)
CO
CO
co
D
<
<
0
ca
n
l
<
W
LU
7-
m
O
cr
(NV:
co
(D
-q
0
v
LLI
CL
0
70
-0
F-
z
(1)
to
2
>
B
(D
Ev
LLJ
a
Ul
>
a
m
0
—1
03
CL

if,
(L)
W
Ak
C;7!
ri
rLLJ
z 00
(si
CO
LL% Q N
a �z
ui ui p
n`
>. o
zM
z
0 to
00
E 0
U m
Ix U cc �?
-0a
C M
© N M
i
Yol , S N
U_ N O
N
C (Jj
N C. a)
E E a O
z C)
E
N
N
E
W
rr
N
E
E
'c
n�
m
E
Z
a
d
N
C
O
N
E
MO
c
a
h
+— CV cn 4 6 cO h o6

10
a) 0
> `n 4)
(D >
(D —
C:
M— —0)
0 0 0 to '0
0 0
0
a)0
CD — 0 :3 'o a) 0
0 Ei
0 c
mco
<
m Z cr-
co to
(D
co cmi
co in
15 —
N — N N
N :3
0
"D
r-
cm
E �t m 0 0
-0 c
4) - C: c m c 0
m
C-
.!= 0 = a) E 01
0) CD C"o
c
0
>, 0 E =(D
0- CO
N
M
0
a) 0 C:
0 &- .-
" (0 C: 0 a 0 0CL
0
CL
Z
(D C\l lo 0) co
(n
CL (D
-a uj E a<
0;
0
Z
c 0
>
o
2
W CD 0-
CL
m
c m
0 c
E
0 4)
0 tuO.S c
0) :!--
C: 0
a
0
(n
E IC-1
0 (D
c r, (N .0p
c
0
= o d) w E S
0) N 00 CD
0 CD 3
E
-(D0 a)
0 CD w M�oy Co
0 q"
0
.0 M a) CD�
>
co (D
o U>
— w
o
�
0)
I'- E CL
E
0C N
m
0
0 va
Q) = 4) C>
0 m z cu E :T•0
E > E c 0 a �
CL
lc�
E 0
E
E E2 6
0 cn 0 0
CD
0.
U
CN cr (n
m : E w w C,
tM 0-
0 (D
4)
0 E cn E
a co
m
C)
oA c c 0 00 m
-- W
M to
m
0 >
_0 w
"
a) (D , -
U) cm -
a)
0,0
a) i--
(U 0
" z T CD
ca I-- m
L- CL 0 0 Cc
U)
cn
0
4N ca co 0)
CD
0),o
E -O= 0
= T- —'Vi w
0
-0
a) -
20 2 -6
'n E cl, m -ai v ED
12
'0 m
(D ui
0 MO 0.0�0 cn M
to
J-0
(D m
T - 157
CL 0
Grin

CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Komet
Twin140
Nozzle Size:
1.02inohem
Sprinkler Pressure:
40psi
F|mwrobo(GPM):
190gpm
Wetted Diameter:
290feet °Reflects field measurement
LaneSoscioas
Desired Spacing (9):
7096
OeoignSAaoing(fee¢
203*PVC irrigation pipe normally comes in20' pieces
ooround to the nearest multiple nf2U.
Actual Spacing (hemt):
220feet
Actual Spacing (Y4):
76%
Application Rate
Application Rate =(QG.3xF|ovmmte)1(3.i415x(.8xn*dius)equered)
DeeignApp. Rate=
0.34 in/hr
3OUdegree arc =
0.41 in/hr 338degree arc = 0.37in/hr
22Odegree arc =
0.56in/hr 27Odegree arc = 8.46in/hr
180degree arc =
0.68in/hr
Traveller Speed
Travel speed =1J605xFkmvrade/Desired application amount xLane Spacing
Desired app. (in.) = 0i5 inches 38Udegree arc = 2.77 ftfmin
300 degree arc = 3.33 ft/min 330 degree arc = 3.02 U/min
22Ddegree arc = 4.44fUmin 270degree arc = 3.690Umin
18Udegree arc = 5.54 ft/min
Mainline Velocity
Velocity =.4D8xFkxwnate/pipe diameter squared hasttsen'°°
°^Forburied pipelines, velocity should bebelow 5feet per second
Pipe size: inches

co
v
v
s
0 r-NOr 0Co6)00000000000000
0MM(De- 000700C oC O 000000
(6 U 46(M0 4t6660000O0000oa00
p Q
a
�-yNNNtD(D(OCV Od00000ap00dd0
w 7wwco...mC>(DO0000oO00CDC)0
t1 (� 4 U' U� Lq O O O d O O O O O O O O O O
O O Ci Ga O G7 Ci p p G7 (O O f? O O Gi O 0 0 0 Ci
vv v(c)(fl(DOo000000000000
w o00LotULoO6o6O0odo0o000o
t r t- r 0(0coP-0000O04000oo00o
MN �4 oocicicic>oci000ciciotaocia000
0 0 Ct)
O
NCOaCDo000000 000000
N Q WM -Nr-mac)a 00000a o00000
Q (QOMmmmwoo00o00000o000
p �Z_yMtt)CV a-MM�7'00Q0Odd0000o00
f6 C4
tL .
U
.- 76 C
U a
N+�w"T N'T V' M0000000000000a0
N v Q1 UCOMrN r-0000aCDC700000a000
LL ` N(f?OMCi7Mtno000000d04dd0000 U
� QZ3��iN�--MCrJcFdOCibaQO00Ci0000
Q Q
cu
L
��--.y000r OONO
C gm 2 m w 0 tl- N Cl 0 0 0 a d 0 0 00 0 0 0 a
4J �FF m 04 M M (4 1`- CO
]-{to to�0OOto
r1U) 0 0 N NN u?00000000000000
--IIN N N N N N N
�-
N
a

Field Data Sheets
Traveling Gun System Calibration and Uniformity Data Sheet
Date: Inj 2-0 /Z j Land Owner: 'AIR }\i>; ffi4 tV t'Ct�hltarm NO.,���
Manufacturer's Specifications: Gun Model K=it Nozzle Type 1 • L7 L Y't {1
1. Measure Pressure 71--Ao I40
a. (Nozzle Diameter I—.Lj`jin. b. Pressure (Gun) � ^� psi
Side f `•' Hacius . , ; haalus:,.'-rMF,klde2
2. Measure Wetted Radius (refer to Figure 4 or figure on right)
a. Side 1 average distance from gun to wetted radius 14It
b. Side 2 average distance from gun to wetted radius J-aa ft
c. Wetted diameter, WD (sum of Side 1 and Side 2) 79 0 it
d. Wetted diameter from manufacturer's chart using pressure in 1.b. 2' ft T
a. Percent difference = field measured (2.c)0^LqjQ— ft
X100= %
manufacturer's chart (2.d)oA5 ft
is 2,e between 86% and 115°% ? V yes _ no (if "no" contact technical irrigation specialist)
3. Determine Flow Rate, 0
fUstng flow meter)
Instantaneous flow rate gpm
or....
b. Ending totalizer reading gallons
C. Beginning totalizer reading gallons
d. Elapsed time between totalizer readings min.
Ending totalizer reading (3.b) gall. — beginNng totalizer reading (3.c) gall.
a! Flow rate = _ gpm
f Elapsed time (3.d) min.
Or...... (Using Manufacturer's Chart) "7
f. Pressure from 1,b. ,c> psi
g. Flow rate from manufacturers chart LA gpm
h. Flow rate from irrigation design documentation/wettable acreage documentation _1_ O gpm
i. Percent difference = field measured (3.a, e, or g) l I © ft
X100= 00 °%
Documentation (3.h) ! a o ft
Is 3.i between 90% and 110°%? yes —no (if `no" contact technical irrigation specialist)
8

Traveling Gun System Calibration and Uniformity Data Sheet (continued)
Assess Uniformity
A. Calculate Percent Overlap and Check Pressure
a. Lane Spacing ZZ ft
b. Lane Spacing (% of WD) = Lane Spacing (4.a) 2apft
X 100 = -7 S_°la
Wetted Diameter (2.c)2,gp ft
Is Lane Spacing (% of WD) (4.b.):
between 600/6 and 900/o?y--yes
between 60% and 85%? yes
STATIONARY AND TRAVELING
IRRIGATION SYSTEMS
no (For systems installed prior to Feb. 1, 1999)
no (For systems installed after Feb. 1.1999)
c. Nozzle pressure from 1.b. 4j=L psi
d. Minimum pressure from manufacturer's chart for gun model and nozzle type psi
e. Maximum pressure from manufacturer's chart for gun model and nozzle type LZj0 psi
Is Nozzle pressure (4.c.) between the minimum (4.d.) and maximum (4.e) chart pressure? V"yes ____,no
If the answer to either question is "no" then uniformity is not acceptable. Contact an irrigation technical
specialist.
9

EMERGENCY ACTION PLAN
PHONE NUMBERS
Division of Water Resources (DWR) 111 -. -. co a -" �
Emergency Management System (EMS) ( _ 11( 0
Soil and Water Conservation District (SWCD) .. M i., § c �
Natural Resources Conservation Service (MRCS)?
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be 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 or may not be possible.
Suggested responses to some possible problems are listed below.
a. Lagoon overflow -possible solutions are:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field -actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
November 23, 2016

d. Leakage from flush systems, houses, solid separators -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house, flush systems, or solid separators.
5) Repair all leaks prior to restarting pumps.
e. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks- possible action:
1) Dig a small sump or ditch away from the embankment to catch all seepage, put in
a submersible pump, and pump back to lagoon.
2) If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
3) Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWR regional office, phone number:
U I. After hours, emergency number: 1-800-858-0368. Your phone call
should include: your name, facility, telephone number, the details of the incident from
item 2 above, the exact location of the facility, the location or direction of movement
of the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the situation.
b. Ifs ill leaves property or enters surface waters, call local EMS, phone number: Ate..
. Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
I"
1) Cooperative Extension, phone number: a
2 November 23, 2016

2) local SWCD office, phone number:
3) local NRCS office, phone number: '1010
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: in ?5cikk
b. Contractors Address: 4 vV:3 A-tD 0 , NC-
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer,
etc.)
a. Name: -N"-,, C C, 5
b. Phone: Zt 0
7. Implement procedures as advised by DWR and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
November 23, 2016

k
tj
V
qj
s
-s ro
to rz
A
F
co
tin
:s
w.0
0,
r
42
0
OE
0
�tC
tj
W
43
>
a u
.0
!try
13
•

t.
s
®l
11

0
z
E
-
0
m
aaaj
4-
m
E
Q)
>
1
>*,
41
l:T
tZ
42-
co
O Ln -
41 -
-0
-0 il-,�
m -C
cu
w cu
V)
c
u
aj
w
Q)
L-
0 40
to
-
(U =s 0
CL cr +'
M u
un
E 2
"0
w
m
w w
E
m
W
S.
0 0
-0
0
_Ln
—
L-
4-
C:
m
4J
0
km
4-1 J:L.
m
o E
M
u
o
0
U
W
W
U.
-C
U o
CL -C CO
z
-6 M --a
0
0
>-
2
-0
r- 0
t 5
0 m a
u
m Z
a)
to
0 E
-0
m
w
0
0
V)
u E
z
L
(A
4-
c
E
0
Q
t-
o
M
0
E
.E-
2
0
0
0
c
0
76
>
"0
0
M
t
0
m
0 0
M
4�
m
0
C
tA
L-
0
41
0
4-
CL
U
0
0
vai
tw
c
m
CL
(u
>
a
0
to
-0
wL
OJ
r
c
M
0
U
ar W
to
0
M
to
m
"a
M
c
0.".-
-0
In
cr
w
o
w
on
M
tw
>
-a
41
C:
a0-
>
M
C
m
M
U
M
L 1
41
0
4.1
>1
ru
L.
ru
m
4,1
�:
m
41
C:
to
c>
OD cu
D
c
:6
I
0-
c
0
cs
0
cu OL
4�
M
a)
0
ru
(1)
V)
MU
0
m "a
0to >
Q)
0
L-
a)
"
a)
c
CL
a a)
>
=3
0
m "o
U
0 to
— M
41
m
-0
c
fA
-0
U
m
am
M —
t
E
u CL
>
W
m *T
-
m
m
c:
0
&-
W
FU
a
M
4�
V) jM
41
m
-6 E
-
(U
m 0
L-
0 ,
0
E I
�q-
-Fa
c
>
0
0
E
w =
c
CL a
c
V
41
am
t
CL
M
CL
E
0
o
0
cr
0
Qj
u
>
E
m
0
.0-
&.
CL
CL
C
0
E
M
CU
CU
0
cv
C
4- 41
-0
M
t " I
0
E
t
0
m
S
-M
0
ul
CL
0
LZ 4-
(u
cu
vLUi
a)
>
r=
V)
w L-
-r- =3
C Zo
0
tom
m
CL
4+ ;5
L-
It
-
:3 Q)
0
tA
V
C
IA u *1 0 c m
0
10
m
E
0
4-
S-
ri
to
M —
W
c
cLu0ZO
uwmc
rOto
'-
in
"
c
;A
u W
=
- Ox Lo-W
(u
-a
U
Ul
4�
0 0
c
.2
4�
ro
(U
0
tin
aa+
CL
E
0-
M'n
00
E
0
u
u
X
ti
w
Oz
m
CL

0
z
E
iL
44
to
GD
O
4.0
C
0
0
V
0
1
4.0
tU
w
tw
m
C
m
4a
IA
m
3:
E
m
U.
C
(D
E
E
0
Q
0
V
0
0
4-A
C
0
CL
to
Li
ti
E
Q)
.0
4�
CL
4
V)
.2
>,
Z)
>
E
tw
9�
V) Ln
E
(v
Ln
E
(U a)
c
•7E
V) Ln
E E
0
❑
Q)
41
"E
M
(n
0) 0
4-1
c
0
0)
in
cu m
a)
m
140-
ai
g g
-0
%-
U
0
>
0
M M
0
0
E
E
as d
0
0 o 0
0
0
0 • 0
o
0
0
c
m
.0
Ln
0
-6
m
m
u
+1
(U
0
.2
OJ
OL >
CD > C:
a
M
3:
-0 >
a)
00
C:
41
'80 E c
V)
a)
14- 41 -
0
4-
-0
E u 0- +,
>
Q)
cu 4�
" 0
- 4-
- m
M
U +1
C
4-
u
tw
a)
tn
M = =
C m a)
T
.-
o
C
>
A
V)
ui
0 -0 >
CU
-C
V)
V,
5
41
0
a --
9)
CL
w o
4�
'A
M
m 4- C:
m
x
, $-
w i>
" L-
0
-r
o
>
0-m
= 41
CL
c
tlo
r_
0 a)
±2
3:
o
5 (uv MVI
M
>, QJ
M — 4�
-0 C
m
:6 V)
a) CL
E ---
=m
a)
41 W
"0 --vo
=m
E
0
CU 4-
0 :3
Er-
(U
, -0 CO
E c
C
a)
a)
0
OL M m
4'
—
M OL OL
L-
a)
U-
U-
a
-&'
0 0
4� m
0 " ai
CL a) -5
z
El
0
❑El
z
Lnccc:u(ulwcv
') C
rwm
cc 0
g
0❑g
D
ui
z
A
cc
0
0
4.1
0
(u :8
4-
0
0 4-
V)
ai
(D *U; 0
Z
>
En
C 0 c
M
0
0:
<
0
u
(D
u
4-1
0 E Z
-C L- +
M
0
u
0
V) 0 0
:3 -0 m w ab
E
LU
u.0 CL <
<
<
+
0
w
4—
an
CL
0)
r-q
C)
Ln
0
W
a-
a-

I
0
0
a
W
41
a)
C C
-0
E w c
w " o
=
W
0 M
two
-c
E
X
CL c
co E 0)
CL
>
ru &, 0) —
m
2
14- C 4-1 0
c aj — L-
-0
co
m
m r-
4�
m
w
W
u W u0
,fK K
F-
0
fK
n
o
.
tA
a)
V)
m
mo
V)
:3
0
O
4� 4-
Ul
Z3 0
>
O
00
>M >M
ri
p
p
Q
CL
a
CL CL
CL CL
M
41
m M
M
4,
=
0-
CDL 0-
C:
c
z
LA
M
mt
m
CL
-C
41
cr
aj
13) (L)
cr
M
m m
CL
4)
u CL)
0)
c
a)
CU
oi ai
> 4-
0
> 4�
0 >-
0 " =
-0 M
u E 0
CU 0)
a) E
Q)
(U 1- CL
0 V)
4-
0—
41
u
0
" m too
_0
0
>. V,
c0)
U
cu
(D
V)
Q)
m
0
0 >
W
u
O 0 0) 27 U
0
—
-0)
J= (3Z
a-0
CL M
VI
w 0-
42
Q) a)
0
(u
S
C)
> CL
m
rm
0 -0 w
E
4'
0
41
W W W
W 0
ai
0
cc LL O
0
El D
LO
�o
0
m 41
m
x
a)
41
41
W
W
W
0
Ln
c
W
m
0
'Z
4-
0
m
-a
C:
41
4n
0
E
'4-
I
m
a)
w
u
zs
L.
41
-@
V)
Q)
c
m
0
41
L-
0
-0
o
41
0
"0
0)
-C
tw
C 41
o
E
cz
w w
> —
0
-
0
W
Ln
L
N
0
to 5
C 41
aCo
0 75
Ln
u W
w
M
C
0
❑El
❑
LLJ
.0
W
r m
X Q
0
0
00
L
c
W-
4-
0

0
z
E
E
0
Q
t-
o
"a
0
w
C
0
I j
N
U
"a
Q)
.16.
or
X
44
rs m
M
tr c
CL
to w0-
o
C
0
0
cu
tw
m
E
m
-a L-
0
D
0
U
Ln
0
41
4-1
0
0
M+1
m
u
a)
c
0
E
m
Ln
0
0
4-
0
m
L-
Ln
m
m
L-
0
0
c
0
0
0
w 0
tw 0c
m
V) q)
E
aa)
4-
0
41
ti
>
0
0
—
w
E (u
:3
-a
m , c
:3 .2
:E
-0 ;a
-0
>
C) 41
c E
0
4�
6 u
m (u
m 0
4- 0
&-
CL
E Vn
0 :3 >,
U (A
U a
'- —
E o
0 En
a
cu
C a
E
h-
w "
(D
>
0
I
4 r
0
0
a)
v to 0
m
CL (V 41
-, >
u
u
tw 0
to
_
u
0
OD m
0 -0
0
o
"c
m 0
tw
Lnco>
lnw
o.uom,-V)
Qj V) (A
to tm
29
a, 0
w
w -0
u
0 M
41 W
Q) CL
M
CL m o
0
to cr w --
4- X —
0 a)
.- —
M
a) CL
tw
wZ500-U,
4� 0
0) 0
= A- -0 V)
-0 -0
M
c
a)
.-
o
IA a)
a)
E
m
=
.E
C-
4
4� 0 Q)
Q 4-1
ho >� CL >
m w
0 "
" w
Q)
a
E
o mr
U
.Ln
m
CL OL
4�
UJ
<
m
2 wl C
4�
C9 M
=V))
EICIDE3
0
El
c
OL
m
V
is
%-
0
4)
m
c
0
P o
(A m u
E 41
c
0
O a) 0
0 bb
a
0 is
m
tw m
E
ti
m y 0
E
M to
E vi CL
to
=0
%-
0
c
m
41
m 6
id0 E 0
(v 75
m U)
E
-S JE to
CL CL
aj (D
om 0
E E 0
"
Z) CL :3a
CL LA-
M
o r-
zna
k �
P,
al

'R
I
-6
0
0
"a
0
C
0)
w
toE
3:
us
to
m
U.
w
C
to
E
O
-
o
V
0
E
0
0
LU
m
z
P
z
0
u
z
0
CL
0.
z
5
0
0
W
0
m
L-
I+-
0
Q) 0
> 4,
0
M L
0
ZS 2
4-
L-
4-1 CL
0
.0
Q) :3
" 0
m
0- -C
CL
m
to
U
O N
41
C:
m
>
m
cu
4�
t
41
4�
>
-0
E a (U m
E
V)
C
o
c
0
m
V)
0
4�
Lo�
r_ 41
>�
m
o
'E
E
D
0
E—
0 %-
0
0
r C:
Q)
E
0)
3 on
4-
41
�
>
>
0
0
>
0-
m 4�
0
tw 0
u
O 0
U
V)
0 ai
CL
CL C:
CL 0, _C 41
VI m
(U
>, ,
L-
0
cu :L' (D
E
-9
L-
w
0 0 0
c: �E- c
E
0
-Z
a
a)
m
0
0
to
4�
> m 0
W
CL
a
m u
>
0
cu
4 1
t4 4�
41
a)
a) CL —
OD
w
0 Q)
0 a)
W 0
Ln U
U 0
CA
41
41
oA
to
0
E a
bo
tw w
to
C:
>
p .-
>
(D
41
6
m
L-
4�
I a)
0
r_ _
"
L- 0
C
0 41
u
0
. -E
(A
LOL
U- ix
=) D 0
OR ED
0 El El
r
0
m
o
0 r
0 >
4�
C
0 Qj :3 u >
0
co
C
i>
c to
Qj (D
aj cr &-
a w M
V) cc J2
9 0
w
4-
0
LM
(D
on
a)
LO
0
w
0-
CL

Ul
to
-C:
cu
0
E
M
E
Q)
mw
" 4-
M
a)
I
o aj C:
1.. 0
(D
4—
0
tw
c
0
O
< 25
Ln
a)
0)
E i5
rl�
41
U
o E
E cr w
0V-i
1-4
0
—0
a) uj aC
c
>'�M-Ooc
Z,aj
�u
Ln C ±� C .;" M
m CL Ln
Q, L-
0
c -s
U-
4�
E wc COL -
a) 0
to 0 E E < Ln E
m
0 to 0 V)
0
0
c
o
0
m mc
< L- m
o -0
(v
;-; a
a. c
o+- Uj
4- Q, w m 0
C:
c 3:
0o v
VI
41
E "0 m m 0 -LO
c a. - to
to -C
4.1
0 E to 4� E Q) C
m ED &0) E
m
c E
ru
4� 41 o
w
m E 1 4-
Ln
U- "
U-
EO—mmmcwm-Ln
V, — -0 o
:3 0
0
M
41 0
0 0 m
<
+, L CL
M L
E
0 M v)
o
0) rj
Lm 0 w w Ln 00 C'4 nt
to
u 0 c c u 'n rn ro
M-0
c
'A '@0
Ln Inm
w I aj a) -0 -0
u
U oj (v CO 00
L) 00 c c - m
< 00 op op Ln Ln 4�
X0 I . +' +1m 41
00
Ob 0) 0 V) Ln vi
U 0
u 0"
C) C'4 C�j M
M
U.) V-� V-q ^q Lj- LL U U U
V)
ui LLJ Lu ui ui cc cc a-
< < < < < z z z
a
m .2
M cn Im ca co u u """ Cl '<UJWWWWZZZZZO

Version —November 26, 2018
Mortality i Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
o Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200,
u Rendering at a rendering plant licensed under G_S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
o A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
o In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70),
o Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
`. L .air _t �- 1 ..r ..►.•:. � -.
Signature of •
r% l W A/ 5
�• ! .
Date
Date

�or:Raiph Humphrey
County:
Lenoir
Date;
lzeo
06//"^
`6e to nearest residence (other
than
owner):
D
( ^�r
`
�RK�� LIVE H[lsHT
'
(^LN)
1�17
ihp
'
t
U sows (farrow »
'
f1 �sh)
»
x
'��
522
ibs - =
0 /^�
O^sows (farrow to
'
feeder)
'
:
135
ihs =
��520 head (finishing
uniy)
»
���
Lby =
�^ O sows (farrow to
wean)
�
30
^
ibs =
0
O head (wean to feeder)
'
x
-
�
0
Describe other � esn r
�
�
/otaL »"=."g= ^.,` Weight =
�r5�oO �^"
UM REQUIRED TREATMENT VOLUME OF LAGOON
MlNlM
�r`//* »�w
r �men� vvio�p ' .
v iume = �7520U ibs xLH x rop ` �� -
o ` '
� [�/ib xL«
� Treatment Vniume(CF)/ib. ALN =
VoLume
475200 cubic feet
=
~° 0R SLUDGE
ACCUMULATION
��TVRAGE VOLUME
F
'
`
= ^
Vviume O O cubic feet
.
xL
DESIGNED VOLUME
lnsido top Length (feet)------------------- .-
��1 O
'
�2D O
Inmida top width (feet}------------------ ----
'
�1 0
----
i (f �} -------'---
Top of dike eieva� ion feet
_
�� O
O ttp� of Lagoon eievnt�mn ({eot}------------
o_-
� '
1,0
--_-----
Freeboard (feet) - - - - - - - - - - - - - - - - - - - __
-
� O
Side sioPes (inside iaquon)---------------
,
Totoi design voLume using Prismo\dai formuim
3�/ENu1 �S/�NO2 5�/S�DE1 ��/�lDE3 LENGTH
wlDTx
214'D
O
O S8� 3 O ]
3.0 �.O . , '
\
/
oEp|H
AREA OF TOP
\
LENGTH a WIDTH =
384~0 214'0
83176
(AREA
OF TOP) i
i
�
AREA OF BOTTOM
/
LENGTH x WIDTH =
47064
(AREA
OF BVT10M}
318.0 148.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
254124
(AREA
OF m)o'�FtTlOw 0
351.0 181'0
[�RE� TOP +
� �*AREA MIDSECTION)
k�E� BOTTOM] * o[�'�x/�
+ `
' '
~
CU.FT =
82176.O
`
25�124 0
`
/7O64 0
° '
^
!
Totai Designed
vo\uwe Av^iiah'�e
�

'
ARY STORAGE REQUIRED
RAlNAGE AREA:
agunn (top of dike)
Length * Width =
390.0 220.0 85800.0 square feet
.uiLdinga (roof and Lot water)
0'0 square feet Describe this area.
TOTAL 0A 85800.0 square feet
)esign temporary storage period to be 180 days'
xe of waste produced ,
�ocex & urine production in gei./day per'135 Lb. 8Lw 1'�7
/nLume = 475200 Lby. kLW'/1.35 Lbs. ALu w 1.37 gai/dmy\ 188 days
VoLume = 868032 gaLa. or 116047.1 cubic feet
ne of wash water
This is the amount of fresh water used for washing fiunrs o, vnivm,
of fresh water used for e fiush system. Fiush systems that rnoircvia'c
the ioqo*n water are accounted for in 5A.
VoLume = O U qaiions/dmy * 18U days atoraye/7.48 4ai\ovy
^ p+r Cr
VoLume = 0.0 cubic feet
me of rainfaii in excess of evaporation
Use period of time when raintuii exceeds evaporation by Largest ap^v"t'
0 i�ohes
180 days excess reinfaii = 7.0
VoLume = 7.0 in x DA / 12 inches per foot
VoLume = 50050.0 cubic feet
/
� '
'
�

.:of 25 year - 24 hour storm
;.fume = 7.5 inches / 12 inches per foot * DA
r,lume = 53625.0 cubic, feet
REQUIRED TEMPORARY STORAGE
u•
5A.
116047
cubic
feet
.".°.
5g,
0
cubic
feet
5C.
.50050
cubic
feet
5D,
53625
cubic
feet
TOTAL.
219722
cubic
feet
Y.
-- --- - _> 180 days
'mporary storage period=====--_`--==-•__=_==_ > 7.0 inches
Iinfall in excess of evaporation=======--
$:year - 24 hour rainfall==------------====> 7.5 inches
> 1.0 feet
side slopes====___________________ =_____==> 3.0 1
.aside top length__________________________=> 390.0 feet
:aside top width=====----==----==--==_______> 2.20.0 feat
by of dike'elevation===========--__=..______> 51.0 feet
1'0ttom of lagoon elevation====--===--=-"---=> 39,0 feet
66tal required volume=----_=__=_=_______=__=> 694922 cu. ft.
____________ _________> 702834 cu. ft.
A`rrtual design volume=====__-_-----_----____-
yeasonal high watertable elevation (SHWT)===> 43.0 feet
Stop pumping elev.=================---=__===> 47.1 feet
`"wNfust be > or = tothe SHWTelev. ====--===> 43.0 feet
; .
xj,l�ust be > or = to min. req., treatment ei.=> 45.0 feet
-> 475200 cu. ft-
" quired minimum treatment volume=========__> 479318 cu. ft.
iblume at stop pumping elevation= =_+-r- -_> 49.3 feet
#art pumping elev.========________________
•::
���Must be at bottom of freeboard & 25 yr. rainfall
A'btual volume less 25 yr.- 24 hr. rainfall==> 649209 cu. ft.
plume at start pumping elevation===-----__=' 646186 cu. ft.
--"--- => 166097 cu. ft }
:�(•�quired volume to be pumped==-------_=_`"- > 166867 cu. ft. `
�.:.
iCtual volume planned to be pumps =========_
rein. thickness of soil liner when required==> 1.8 feet
�,iVi:D OY: APPROVED 6Y: C!%
ATE: DATE:
TE:.,SEE ATTACHED WASTE UTILIZATION PLAN
RAENTS:f r1 �lr. •� r1 Fo, sSZo <P r
zY
i •. k. �, _ /
•� i�c. ,•-� 1a Dcr✓c,�' Cr 2 6.cco �_ cc_,a,! _r��' !" its, ..
•.,.. '/ ..l .�a �•% f;Cr'' , i9I'7`r' G/�i�rt4 r'�.,or- =`''r/i./„�e�a% yLo �+C'
arlt.iA..c=/ Cr.. �.is.D�t•.,aY-�<r,.•.• //�' �e��'�t / yr �

Proper Lagoon management should be a rear -round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm -season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring. irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer I 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 maintair, the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the la.0-00—n-has —re—ache—d
not leave room fbr 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:
Bnmh and Uves on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is Controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made dudn the initial fi
saw"
eal also a
LNCr-2V7V;=- W- * - I - look tor
1. separation Of joints
2. Cr!acks or breaks
3. accumulation of safts or minerals
4. overall condition of pipes
2

Lagoon surface — look for:
I - undesirable vegetative growth
2. floating or lodged debris
Embankment — look for:
1. settlement cracking, or "jug" holes
2. side slope stability — slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
'W=MrV-M 17.7-7-IFUNT- -17MM36MUTon
1. recycling pumps
2. gation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
,replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping systern 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 beffn height

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

• Practice water conservation — minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than I foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge-
* Locate float pump intakes approximately 18 inches utidemeath 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:
El

• 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 property use the nutrients.
Removal techniques:
* Hire a custom applicator.
• liffix the sludge and lagoon liquid with a chopper - agitator impeller pump through large
- bore sprinider irrigation System onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrkjadon onto nearby cropland or forageland; mix
remaining sludge; pump into lkpA sludge applicator, haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper is of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragilne or sludge barge: berm an area beside lagoon
to receive the sludge so that liquids can drain is into lagoon; allow sludge ti
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.

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.
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. • an expert in lagoon design
before placing any pipes in dams.)
• Lagoon liquid levels — high levels are a safety risk.
• Failure to • and maintain the dam.
• Excess surface water flowing into the lagoon.
• Uner 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-