240113_Application_20240227

C
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 ver/fy all Information and make any necessary corrections below -
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS240 j 13
2. Facility Name: Double R Farms #2
I Permittee's Name (same as on the Waste Management Plan): Ronald C Pridgsn
4. Permittee's Mailing Address: 870 Lawrence Tedder Rd
City: Whiteville State: 1C
Telephone Number: 910-640-7407 Ext. E-mail: [e-mail]
5. Facility's Physical Address: 3592 Arthur Collier Rd
City: Butters State: NC
6. County where Facility is located: Columbus
7. Farm Manager's Name (if different from Landowner): Jeremy Pddgen
s. Farm Manager's telephone number (include area code): 910--840-4558 Ext.
9. Integrator's Name (if there is not an integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Jeremy Clayton Pridgen Phone No.: 910-8404558
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine - Feeder to Finish 7,040
Operation Types:
Swin
QftkDry
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
,W-At
Gilts
Other
Non Laying Pullet
Other
Layers
Zip: 2847
Zip: 28320
OIC #: 1009252
Other Tunes
Horses - Horses
Horses - Other
Sheep - Sheep
Sheep - Other

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoott/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(inches)
1
Lagoon
9/10/1995
Full, clay
1,507,409.00
180,774.00
19.50
71
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
E 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 arc not
included, this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly mattes 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 $i0,000 or imprisonment of not more than 5 years, or both
for a similar offense.)
Print the Name of the PermittewUndowner/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 f the corporation):
Name (Print}: V #14 Title: ,
Signature: .Lei Date:
Title: V I. JCL rP_, it2o.I \
Date: C;F `� 6 - el -7
Title: V i C'.!'- t A
Date: t'a a Dc7 Ll
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

NUTRIENT MANAGEMENT PLAN
Grower(s):
Ronald Pridgen
Farm Name:
Double R FarmsZ
County:
Columbus
Farm Type:
Feed -Fin
Farm Capacity:
7040
Storage Structure:
Anaerobic Lagoon
Storage Period:
180 days
Application Method:
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution-
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
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 at-mually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
Page: 1

• - -
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. 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 ?5A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
7040 animals X 986 gal/animal/year =
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
7040 animals X 2.30 Ibs/animal/year =
6,937,920 gallons
16,192.00 Ibs
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type, and surface application.
Page: 2

F&
W
W
Hyd
I
Field
Soil
Type
Crop
Code
ViWd--
- /Ac
lbsN
/unit
Acres
fibs WAC
Residual
-ai-W
/Ac
lbs N
Required
Time to
Apply
I
I
BUB
B
4.1
50.00
2.80
205.0
574.00
Mar -Oct
2
1
BUB
B
4.1
50.00
2.63
205.0
539.15
Mar -Oct
3
1
BUB
B
4.1
50.00
2.74
205.0
561.70
Mar -Oct
4
1
BUB
B
4.1
50.00
3.99
205.0
817.95
Mar -Oct
5
1
BUB
B
4.1
50.00
4.87
205.0
998.35
Mar -Oct
6
1
BUB
B
4.1
50.00
3.03
205.0
621.15
Mar -Oct
7
2
BUB
B
4.1
50.00
3.05
205.0
625.25
Mar -Oct
8
2
BUB
B
4.1
50.00
4.11
205.0
842.55
Mar -Oct
9
2
Ra
B
3.4
50.00
3.73
170.0
634.10
Mar -Oct
10
2
Ra
B
3.4
50.00
3.17
170.0
538.90
Mar -Oct
11
2
Ra
B
3.4
50.00
2.51
170.0
426.70
Mar -Oct
12
2
BUB
B
4.1
50.00
2.20
205.0
451.00
Mar -Oct
13
2
BUB
B
4.1
50.00
2.09
205.0
428.45
Mar -Oct
14
3
BUB
B
4.1
50.00
1.55
205.0
317.75
Mar -Oct
15
3
BUB
B
4.1
50.00
0.73
205.0
149.65
Mar -Oct
16
4
LY
B
4.1
50-00
0.69
205.0
141.45
Mar -Oct
17
4
LY
B
4.1
50.00
2.65
205.0
543.25
-IVW--OeL-
18
5
LY
B
4.1
50.00
4.75
205.0
973.75
Mar -Oct
19
5
LY
B
4-1
50-00
4-25
205.0
871-25
Mar -Oct
20
5
LY
B
4.1
50.00
3.37
205.0
690.85
Mar -Oct
21
6
BUB
B
4.1
50.00
2-99
205.0
612-95
Mar -Oct
22
6
BUB
B
4.1
50.00
2-68
205.0
549.40
Mar -Oct
23
6
BUB
B
4.1
50.00
0.95
205.0
194.75
Mar -Oct
24
6
BUB
B
4-1
50.00
1.34
205.0
274-70
Mar -Oct
All
K
50.00
66.87
50.00
3343.50
S-April
Total 66.87
Available N
*Difference
16722.50
16192.00
-530.50
-Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow summer
annuals.
*A negative number reflects the total lbs of additional nitrogen needed to achieve yields on
acreage listed in chart. A positive number means additional acreage is required to utilize the
nitrogen produced by the farm.
NOTE:
This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
Page: 3

id
19
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on 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 or cut to a height of
about two inches before drilling for best results.
The following legend explains the crop codes listed in the table above:
Crop Code Crop
A
Barley
B
Hybrid Bermudagrass - Grazed
C
Hybrid Bermudagrass - Hay
D
Com - Grain
E
Com - Silage
F
Cotton
G
Fescue - Grazed
H
Fescue- Hay
I
Oats
J
Rye
K
Small Grain - Grazed
L
Small Grain - Hay
M
Grain Sorghum
N
Wheat
O
Soybean
Lbs N utilized / unit yield
1.6 lbs N / bushel
50 lbs N / ton
50 lbs N / ton
1.25 lbs N / bushel
12 lbs N 1 ton
0.12 lbs N / lbs lint
50 lbs N / ton
50 lbs N / ton
1.3 lbs N / bushel
2.4 lbs N / bushel
50 lbs N / acre
50 lbs N / acre
2.5 lbs N / cwt
2.4 lbs N / bushel
4.0ibs N / bushel
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
Page: 4

id
SLUDGE APPLICATION:
la
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 nutrients or other elements. Your production facility will produce
approximately 0.36 pounds of plant available nitrogen per animal per year in the
sludge based on the application method listed earlier.
If you remove the sludge every 5 years, you will have approximately 12672.00
pounds of PAN to utilize. Assuming you apply this PAN to hybrid bermudagrass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 42.24 acres of land. If you apply
the sludge to com at a rate of 125 pounds per acne, you will need 101.38 acres of land.
Please be aware that these are only estimates of the PAN and land needed. Actual requirements
could vary by 25% depending on your sludge waste analysis, soil types, realistic yields, and
applications.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
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 in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
The following is provided as a guide for establishing application rates and amounts.
Tract
Feld
Soil
Type
Crop
Application Rate
in/hr
Application Amount
"' inches
1
1
BuB
BK
0.6
1
2
1
BuB
BK
0.6
1
3
1
BuB
BK
0.6
1
4
1
BuB
BK
0.6
1
5
1
BuB
BK
0.6
1
6
1
BuB
BK
0.6
1 -
7
2
BuB
BK
0.6
1
8
2
BuB
BK
0.6
1
9
2
Ra
G
0.4
0.95
10
2
Ra
G
0.4
0.95
11
2
Ra
G
0.4
0.95
12
2
BuB
BK
0.6
1
13
2
BuB
BK
0.6
1
14
3
BuB
BK
0.6
1
15
3
BuB
BK
0.6
1
16
4
Ly
BK
0.65
0.75
Page: 5

17 4 Ly BK 0.65 .., 5
18 5 Ly BK 0.65 0.75
19 5 Ly BK 0.65 0_75
20 5 Ly BK 0.65 0.75
21 6 BuB BK 0.6 1
22 6 BuB BK 0.6 1
23 6 BUB BK 0.6 1
24 6 BuB BK 0.6 1
"This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of _
freeboard except in the event of the 25 year 24 hour storm.
It is the responsiability of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the 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 application prior to applying the waste.
Additional Comments:

NUTRIENT MAN GEMETIT PLAN CERTIFlCATI�ON
Name of Farm:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named a)}ovo: - I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan. and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
ame of Facility Owner:
Signature:
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist:
Affiliation:
Address:
Telephone;
Signature:
Please Print
Sonya J. Barber
Harvest Net, Inc.
P.O. Box 32
Council, NC 28434
[phone]
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03/ 22/2004 15: 45 9106426766
t;uLUF1EUv }JUNTA' F5
PrOE 1-'
"' ?ODS
P . F/5
PRIpGEN County: COLUMBUS Date:
06115195
a ne2trest residence (other
than owner): 1500.0
feet
RAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x 1417 lbs.
0
Its
0 caws (farrow to feeder)
x 522 lbs.
0
The
7040 head (finishing only)
x' 135 lbs.
950400
lbs
0 saws (farrow to wean)
x 433 lbs.
0
lbs
0 head (wean to feeder)
x 30 lbs. -
0
lbs
Describe ether
0
Tq a
Verage hive ezg --
950400
lbs
2. MINIMUM REQUIRED TREATXEUT VOLUME
OF LAGOON
Volume = 950400 lbs. ALW x
Treatment Volume(CF)/lb.
ALW
Treatment Volume(CF)/lb, ALW
1 CF/lb. ALW
Volume =- 950400 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside tap length (feet)----------------5400A�.��Mta
Inside tap width (feet) ------------ -,�___. 335..0
Top of dike elevation (feet) �----�----�--------- 51.3
Bottom of lagoon elevation ( feet) -------------- 40.3
Freeboard ( feet) ----------------------------- 1.0
Side slopes (inside lagoon) -- ___-----_- --_ 3.0 1
Total design volume -Using prismoidal formula
SS/Ml SS/END2 SS/SIDEI SS/STDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 534.0 329.0 10.0
AREA OF TOP
LENGTH * WIDTH =
534.0 329.0 175666 (ARLA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
474.1 269.1 127595 (AREA OF BOTTOM)
AREA OF MIDSEcTToN
LENGTH * WIDTH * 4
$04.1 299.1 602977 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP t (4*AREA MIDSECTION) + AREA BOTTOMD * DEPTH/6
175686.0 602976.7 127595.2 X,'
Total DOSigned Volume Available = 1507409 CU. FT.

t 08/22/2004 15:45 9106426766 COLUMBUS COUNTY FSA PAGE 13
E RQUIRED
DRAINAGE AREA:
Lagoon (top of dike.)
Length * Width
540.0 335.0 180900.0 square feet
Euildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 18oso0. o square feet
Design temporary storage period to be 160 days.
Volume of waste produced
Faces 5 urine production in gal./day per 135 lb- ALL 1.37
volume - S50400 As. ALW1135 lbs. ALW * 1.37 gal/day 100 days
volume = 1736064 gals. or 232Q94-1 cutic feet
volume of wash water
Thin is th* 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 fQr in 5A.
Volume = 4224.0 gallons/day
Volume - 101647.1 cubic feet
18C3 days storage/7.48 gallons
per CF
C, volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest araaunt.
180 days excess rainfall 7,4 inches
volume - 7.0 in * DA ( 12 inches per fact
volume = 105525.0 cubic feet

03/22/2004 15:45
910642676E
UULUMBIJS COUNTY FE-
PA�iE 14
,r - 24 hour storm
7.5 inches J 12 inches per foot * DA
�o62.5 cubic feet
TOTAL REQUIRED TEKPORARY STORAGE
5A.
232094
cubic
feat
5B.
101647
cubic
feet
5C.
105525
cubic
feet
5D.
113063
cubic
feet
TOTAL 552329 cubic feCt
SUMMARY
Temporary storage periad�__= �.,�A=====_- =_-�>
180
days
Rainfall in excess of eva oration= =— -
7.0
inches
25 year - 24 hour
7.5
inches
rreeboard— =+m •—T=ass= .
1.0
feet
Side slope as=- ==� ,.�_�—_� _��--_._� .��=a
3.0
: 1 9wFAP6e.
Inside tap
540.0
feet ntn[EIL$10
*.5
Ins%de to width==��=====K.���--,—�_-.:.��_>
335.0
51.3
feet
feet
Top of df a
Bottom of lagoon
40.3
feet
- Total required
1502729
cu. ft.
Actual design volume-
1507409
cu. ft,
�
seasonal high watertable elevation (SHWT)-->
47.0
feet
Stop pumping
-'- 4- 47.0
feet
Must be > or w to the SHWT
47.0
feet
Must be > or = to min. req. treatment el.=>
46.32feet
Required minimum treatment vQ1u1na--===_=====>
950400
cu. ft.
Volume at atop pumping elevation===-m=ww-- =>
950641
cu. ft.
Start pumping
49.6yfeet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall =>
1394346
CU. ft.
Volume at start p=ping elevation--��--_ _>
1392581
cu. ft.
Required volume to be pumped—mm—
439266
cu. ft.
Actual volume planned to be pumped====_�—>
441940
cu. ft.
Xin. thickness of soil liner when required==>
1.6
feet
/
7. DESIGNED BY: Q 64,1,. APPROVED BY: AJ -*-
DATE : �j 1 ��5 DATE: '5e._ t"'O.
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

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Double R Farms #2
AWS240113
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application 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, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be year-round priohty It is especially important to manage
levels oothat you donot have problems during extended rainy and wet
Maximum storage capacity should beavailable |nthe 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 m|An of plant Qnxxdh in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land indry enough toreceive lagoon liquid. This will make storage space available
|nthe lagoon for future wet periods. |nthe late summer / early fall the lagoon should bepumped
down tothe low marker (see Figure 2-1)toallow for winter storage. Every effort should bomade
to maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum capacity before starting toirrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except o 25-year, 24-hoursborm is o violation of state law and subject to penalty
The routine maintenance ofalagoon involves the following:
Maintenance of a vegetative cover for the dam. Fescue mcommon bermudagrass
are the most common ommm. The vegetation should befertilized each
year, if needod, to maintain a vigorous stand. The amount of fertilized applied
should be based on e soils test, but inthe event that d is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 8OOpounds per acre of10-1O-10.orequivalent.
Brush and trees onthe embankment must be controlled. This may bedone bv
mowing, spraying, grazing, chopping, oracombination of these practices. This
should be done at least nnma o year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: K vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria |nthe lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should bnmade during the initial filling ofthe lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipem-- look for:
1.separation of'joints
2. cracks orbreaks
3. accumulation ofsalts orminerals

Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps -- check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
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 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• 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.
5

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

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

EMERGENCY ACTION PLAN
=00 W11:01111111181".14
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (MRCS)
COOPERATIVE EXTENSION SERVICE (CES)
(910) 796 - 7215
(910) 640 - 6630
(910) 642 - 2196
(910) 642 - 2196
(910) 640 - 6605
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:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
C) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
C) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields 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 all 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 flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed 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 fill holes and
compact with a clay type soil.

c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
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 the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local MRCS
office for advice t technical assistance phone number.
4. If none of the above works call 911 or the Sheriffs Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown, LLC
b. Contractors Address: Po Box 856, Warsaw, NC 28398
c. Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: [phone]
7. Implement procedures as advised by DWQ 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.
9

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (,,/) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
{� Remove bridging of accumulated solids at
discharge
_ Lagoons and Pits Crusted Solids ( ) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation(✓)Maintain vegetative control along banks of
Vegetative Growth
lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage
{) Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
{) Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed
() Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
{ } Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal
{ } Eliminate low area that trap moisture along fences
Areas wastes and feed wastage
and other locations where waste accumulates and
disturbance by animals is minimal.
{) Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MIC — November 11, 1996
I'M

Dry Manure Handling Accumulations of animal () Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles
() Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked (dj pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC — November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
_ Farmstead Swine production (V/)Vegetative or wooded buffers:
(,/)Recommended best management
practices;
( ✓)Good judgment and common sense
Animal body Dirty manure ( Dry floors
surfaces covered animals
Floor surfaces
Wet manure -covered
(,/)Slotted floors;
floors
(/)Waterers located over slotted floors;
( )Feeders at high end of solid floors;
((,/ Scrape manure buildup from floors;
Underfloor ventilation for drying
Manure collection
Urine
(r/)Frequent manure removal by flush, pit
pits
recharge or scrape
Partial microbial
Munderfloor ventilation
decomposition
Ventilation
Volatile gases
(✓)Fan maintenance;
exhaust fans
Dust
(/)Efficient air movement
Indoor surfaces
Dust
(./)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks
Agitation of recycled ( )Flush tank covers
lagoon liquid while tanks
( )Extend fill lines to near bottom of tanks
are filling
with anti -siphon vents
Flush alleys
Agitation during waste
( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge
Agitation of recycled ( )Extend recharge lines to near bottom of
points
lagoon liquid while pits
pits with anti -siphon vents
are filling
Lift stations
Agitation during sump
{ )Sump tank covers
tank filling and drawdown
Outside drain
Agitation during waste
( )Box Covers
collection or
water conveyance
junction boxes
End of drain
Agitation during waste
( )Extend discharge point of pipes
pipes at lagoon
water
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
(✓)Proper lagoon liquid capacity
Biological mixing
(V)Correct lagoon startup procedures
Agitation
(%/)Minimum surface area -to -volume
ratio (✓)Minimum agitation when
pumping
( )Mechanical aeration
t }Proven biological additives
Irrigation sprinkler
High pressure agitation
(,()Irrigate on dry days with little or no wind
nozzles
Wind draft
(,/)Minimum recommended operation pressure
(,()Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC — November 11, 1996
A

Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin
Partial microbial decom-
( )Extend drainpipe outlets underneath liquid
surface
position Mixing while filling
level
Agitation when emptying
( )Remove settled solids regularly
Manure, slurry or
Agitation when spreading
( )Soil injection of slurry/sludges
sludge spreader
Volatile gas emissions
( )Wash residual manure from spreader after use
outlets
( )Proven biological additives or oxidants
Dead animals
Carcass decomposition
(d)Proper disposition of carcasses
Dead animal
Carcass decomposition
( )Complete covering of carcasses in burial pits
disposal pits
( )Proper location / construction of disposal pits
Incinerators
Incomplete combustion
( )Secondary stack burners
Standing water
improper drainage
(,/)Farm access road
around facilities
maintenance Microbial decomposition of away from
6NOfitiesmatter
_ Manure tracked Poorly maintained access (,()Farm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge —Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked (,/) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been
reviewed with me.
RM-W-PA�4i
(Landowner Signature)
13

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Mortality Management ement Methods
kdkate whkh methods) w11 be knptamOnw.
**an sekcmg multiple methods mdhcate is pftery versus secondary olden.
Methods other than those listed mast be approved by the State Vetadirarden.
Rimy sewafty Routine moetatity
❑ ❑ Burial three feat beneath the surface of the nd within 24 hours of knowledge of animal
death. The burial must be at least 300 feet C 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.
Q Q Landfill at municipal soNd waste facility pwmMed by NC DEQ under GS 15A NCAC
13B .0200.
dQRendering at a rendering plant licensed under G.S.106.168.7.
❑ ❑ Complete Incinemlon according to 02 NCAC,52C .0102.
❑ ❑ A composting system approved and permitted 6y the NC Department of Agriculture & Con -
Sumer Services veterinary Division (attach copy of permit). N compost is distributed off farm,
additional requirements must be met and a permit is required from NC DEQ.
Q Q in the case of dead poultry only, king in a disposal pit of a size and design approved by the
rN NC Department of Agriculture & Corn mer 80f*09 (G.S.10644$.70}
❑ Any method which, In the professional opDniontaf One state Veterinarian, would make possible
the salvage of part of a dead animals value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached),
QMass mortality Man
Mass mortality plane are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specifEc mortality man•
agement methods to be used for mass mortality. The NCDA&CS Veterinary Divftion sup-
ports a variety of emergency mortality disposal options, contact the Division for guidance.
A catastrophic mortality disposal plan Is part of the f d ty'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.
IUkss burial sites are submit 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.
Signature of Farm OmAr/lY18"ager Date
JL-2 -7 1J?O 9-

DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
STATE GENERAL PERMITS 110)
The State of North Carolina has issued State General Permits for animal facilities to operate in North Carolina. These
Permits meet both State and EPA requirements and provide coverage for the following types of facilities.
e AWG 100000 - Swine Facilities
o AWG200000 - Cattle Facilities
e AW0300000 - Poultry Facilities with a liquid waste management system
You have recently been issued a Certificate of Coverage (COC) to operate your animal facility under one of these General
Permits.
Condition 11.24 of each of these Permits reads as follows:
The Pemrittee shall:
a. install, operate, and maintain devieei on all irrigation pumps/equiprowt designed to automatically stop irrigation
activities during precipitation; or
b. commit to provide for the presence of the OIC, a designated backup OIC, or a person under the supervision of an
OIC or designated backup OIC at all times during the land application of waste so that in case of a precipitation
event, the irrigation activities will be stopped immediately. This commitment must be submitted in writing to the
Division on a form supplied by, or approved by, the Division. [G.S § 90A-471
Installation of devices or submission of alternate documentation shall be completed within 12 months of the
issuance of the COC for this General Permit. The Permittee shall maintain such devices according to the
manufacturer's instructions and warranties. This Condition does not apply to manure spreaders or other equipment
pulled by manned vehicles. [1 SA NCAC 02T .0108(b)]
Please check the box below that indicates your commitment to do one of the following.
Within twelve (12) months of the effective date of a COC issued under this permit, I shall install, operate and maintain '
devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation.
This condition does not apply to manure spreaders or other equipment pulled by manned vehicles.
i t I will commit to provide for the presence of the Operator in Charge (OIC), the designated backup OIC, or a person
under the supervision of an OIC or backup OIC at all times during the land application of waste.
"9 certify under penalty of law that this document was prepared under my direction or supervision in accordance with a
system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my
inquiry of the person or persons who manage the system, or those persons directly responsible for gathering the information,
the information submitted is, to the best of my knowledge and belief, true, accurate, and complete. I am aware that there arc
significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations." / nn r� �yr�
Ite K. -Fruits �� eC7`— %%.S _
Facility Name Permit Number
&-a/1 e- Arlways."
OwneriPermittee Name sad Tine (type Tint)
9woo. PA41 qbj �40-„
Signature of tlwaeslPermtttee Date
Signature of Operator in Charge (irdifrerent from Pennittee) Date
Mail to: Animal Feeding Operations
1636 Mart Service Center
Raleigh, NC 27699-1636
DTASIE 1-22 2020