260003_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 26-0003 Certificate Of Coverage Number: AWS260003
2. Facility Name: R&C Swine
3. Landowner's Name (same as on the Waste Management Plan): Richard Brent Eason
4. Landowner's Mailing Address: 5760 Percy Strickland Rd
City: Godwin State: NC Zip: 28344
$7z14-
Telephone Number: 910-6Ext. E-mail:
5. Facility's Physical Address: 5760 Percv Strickland Rd
City: Godwin State: NC Zip: 28344
6. County where Facility is located: Cumberland
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"): Prestage Farms Inc
10. Operator Name (OIC): Larry R. Eason Phone No.: 910-237-2645 OIC #: 20370
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 7,350
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers
RECEIVEDUZZIDWR
APR ©32019
Wets4r Quhllty
Regional Operations Section

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
ryyy
CIPi
/ till )f7
19.00
.2-3d yet.
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), sinned by the owner and a certified technical specialistcontaining:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be
by a principal executive officer of the corporation):
Name: �' �i/irrtilr li�dC,� Title:
Signature: ate:��i' %7
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
RECEIVEDaczza/DWR
APR 0 3 2019
Water Quality
Regional (rations apction
FORM: RENEWAL -STATE GENERAL 02/2019

Operttor:RICHARD EASON County; CUMBERLAND Date; 03/04/94
Distance to nearest residence (other than
1. STEADY STATE LIVE WEIGHT
0
7350
0
0
SOWS
SOWS
head
sows
head
(farrow to finish)
(farrow to feeder)
(finishing only)
(farrow to wean)
(wean to feeder)
X
x
owner): As00.4", feet
1.417 lbs.
522 lbs.
135 lbs.
433 lbs.
30 lbs.
TOTAL STEADY STATE LIVE WEIGHT (SSLW) =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 992250 ibS. SSLW x Treatment Valume(CF)/lb. SSLW
Treatment Volume(CF)/1b. SSLW= 1 CF/lb. SSLW
Volume = 992250 cubic feet
O lbs
O lbs
992250 lbs
O lbs
O lbs
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
4. TOTAL DESIGN VOLUME
992250 lbs
SLUDGE ACCUMULATION NOT COMPUTED
AT OWNERS REQUEST. REMOVE SLUDGE
AS NEEDED.
pro
Inside top length C4-.0 feet ; Inside
Top of dike at elevation 50.5 feet
Freeboard 1.0 feet s' Side slopes
Total design lagoon liquid level at
Bottom of lagoon elevation 40.5
Seasonal high water table elevation
top
�.s
e is
elevation
fleet
46.1 'fee-
,rfa
width - r0 feet
1 (Inside lagoon)
49.5 feet
Total design volume using prismoidal formula
SS/END1 SS/END^ rS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3 0 3.0 _ . 0 904.0 214.0 9.00
AREA OF TOP
LENGTH * WIDTH =
424 Z (AF EA OF TOP)
703 AREA OF )BOTTOM
LENGTH * WIDTH =
a4a i7a
AREA OF MIDSECTION
LENGTH * WIDTH * 4
T .zol•3'
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
17 `f 5: , . 0.. 4, 5 , 99 6 . -C
zi2eVy 7z 7 15-13Q6
VOLUME OF LAGOON AT TOTAL. DESIGN LIQUID LEVEL =
/S/ 3em
(AREA OF BOTTOM)
74727
151.99 - ( AREA OF MIDSECTION
4)
* DEPTH/6
CU. FT.

�
~
5. TEMPORARY STORAGE REQUIRED
~
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
710.17r C00200.1.) -*quare feet
Buildings (roof and lot water)
Length * Width =
0.0 01.0 0.0 square feet
;!3b ji'd a
TOTAL DA 2002Ck}�0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB GSLW 0.00136
Volume = 992250 Lbs' SSLW * CF of Waste/Lb./Day *
Volume = .212703 cubic feet
5B. Volume of wash water
^
180 days
This is the amount of fresh water used for washing floors or volume
Of fresh water used for a flush system. Flush systems that recirculat
the lagoon water are accounted for in 5A.
Volume =
Volume =
V,0 cubic feet
5C. Volume of rain -fall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall
� 7.0 inches
Volume = 7.0 in )� DA / 12 j.nches per foot
volume = ���p��=� cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = AW-r .: cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. a*2.3J4 10° cubic feet
5D. 0 cubic feet
5C. /3404c 4g' .;V' cubic feet
5D. /34'442d 146.723. cubic feet
TOTAL 47 -`? cubic feet
6. SUMMARY
ice; 336#'
Total required volume 715-cubic feet
td7*f/ 7
Total design volume avail. 1 70173'cubic feet
Min. r eq. treatment volume plus sludge accumulation 992250 cubic 7
;o + Pi° // z4S63
At elev. feet ; Volume is 5-cubic feet (end pumping)
/5".39?f7
Total design volume less 25yr-24hr storm is iS73cubic feet
45Z c 7//
At elev. 48.8 feet ; Volume is 1-34.4.370 cubic feet (start pumpinc
Seasonal high water table elevation
7. DESIGNED BYa 42tUA-v----(---&416.
4. 6. 4°r....-.1.t.1. ..
DATE: 3 I0...19.4
46.1 feet
APPROVED BY s A*,,
DATE: 7`Cl6 !
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is es
ial
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summe
s means
that at the first signs of plant growth in the later winter/early spring, irrrigationl according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-I) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following'
• Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled, This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices, This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the Iagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following;
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes ---look for:
1 separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4, overall condition of pipes

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

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed determine proper solutions, consult with appropriate experts. to
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
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.
2. Fill new lagoon design treatment volume at Ieast half full of water before
waste loading begins, taking care not to erode lining or bank slopes,
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8,0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

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

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

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to Iagoon 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, g

Waste Utilization Plan
Producer:
Name of Farm:
Location:
Phone:
Type of Operation:
Number of Animal:
Storage Structure:
Method of Application:
Richard Eason
R&C Swine
5760 Percy Strickland Rd.
Godwin NC 28344
910-980-1213
Feed -Finish
7350
Anaerobic Lagoon
Irrigation
Amount of waste produced per year:
Amount of plant available N (PAN) produced/year:
County: Cumberland
13965 ton/year
16905 lbs./year
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 the 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 not be applied to land eroding at more 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 in runoff to the surface waters which is not
allowed under DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops 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 applications methods are
not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. In some cases you may want to have plant analysis made, which

R & C Swine
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 the crop type.
Ume 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.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Page 2
Tract No.
Pull No.
Hydrant
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres
Lbs N
Used
Month to
Apply
Lbs. N
PerAc.
3038/5912
1
AuA
CB/Hay
5.5
50
4.3f
1188
MAR-SEP
275
3038/5912
2
AuA
CB/Hay
5.5
50
3.79
1042
MAR-SEP
275
3038/5912
3
AuA
CB/Hay
5.5
50
3.49
960
MAR-SEP
275
3038/5912
4
AuA
CB/Hay
5.5
50
4.12
1133
MAR-SEP
275
5910
5
AuA
CB/Hay
5.5_
50
2.17
597
MAR-SEP
275
5910
6
AuA
CB/Hay
5.5
50
2.17
597
MAR-SEP
275 r
_ 5910
7
AuA
CB/Hai
_
5.5
50
2.68
737
_
MAR-SEP
275
5910
8
AuA
CB/Hay
5.5
50
_
2.06
567
MAR-SEP
275
5910
9
AuA
CB/Hay
5.5 A
50
2.17
597
MAR-SEP
275
5910
10
AuA
CB/Hay
5.5
50
2.17
597
MAR-SEP
275
5910
11
AuA
CB/Hay
5.5
50
2.17
597
MAR-SEP
275
5910
12
AuA
CB/Hay
5.5
50
2.17
597
MAR-SEP
275
5910
13
AuA
CB/Hay
5.5
50
2.17
597
MAR-SEP
275
5910
14
, AuA
CB/Hay
5.5
50
2.17
597
MAR-SEP
275
5910
15
AuA
CB/Hay
5.5
50
2.17
597
MAR-SEP -
275
5910 :
- 5-15
AuA
_ SG/Hay
1
100 ......
24.28
., 2428
515-030;FM .,
::100r-.':
Total 40.00
Available Nitrogen
Surplus or deficit
13427 lbs.
13230 lbs.
-197 lbs.
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.
An application of 100 lbs. of N may be applied on small grain to hydrants 7-15:
1. Small grain must be planted by October 15
2. The last appllction of animal waste to bermuda is August 31
3. An application of 50 lbs. of PAN may be applied between September 15 and October 30
4. An additional 50 lbs. of Pan maybe applied in February -March
5. A harvest of small grain is required by heading or April 7 whichever comes first.
6. To favor the production of the bermuda, additional harvest of small grain will be required when the small grain
canopy reaches 12 to 15 inches In height.

R&C Swine
Page 3
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.
In interplanted fields (i.e. small grain, etc. interseeded in bermudagrass), forage must be removed through
grazing, hay and /or silage. Where grazing, plants should be grazed when they reach a height of six to nine
inches. Cattle should be removed when plants are grazed to a height of four inches. In fields where small grain
etc. is to be removed for hay or silage, care should be exercised not to let small grain to reach maturity,
especially late in the season ( i.e. April or May) Shading may result if small grain gets too high and this will
definitely interfere with the 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 mowed to a height of about two inches before drilling for best
results.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters 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 field 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.
SLUDGE APPLICATION:
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 2646 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 13230 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need
acres of land. If you apply the sludge to corn at the rate of 125 Ibs. of nitrogen per acre you will need
acres of land. Please be aware that these are only estimates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.
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

R&C Swine
Page 4
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 tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rate(in/hr)
Applic.
Amount
5910
1
AuA
CB/HAY
0.5
1.0
5910/5913
2
AuA
CB/HAY
0.5
1.0
5910/5913
3
_AuA
CB/HAY
0.5
1.0
5910/5913
4
AuA
CB/HAY
0.5
1.0
5910
7
AuA
CB/HAY
0.5
1.0
5910
8
AuA
CB/HAY
0.5
1.0
5910
9
AuA
CB/HAY
0.5
1.0
5910
10
AuA
CB/HAY
0.5
1.0
3038
11
AuA
CB/HAY
0.5
1.0
3038
12
AuA
CB/HAY
0.5
1.0
5912
13 _
AuA
CB/HAY
0.5
1.0
5912
14
AuA
CB/HAY
0.5
1.0
ALL
ALL
AuA
SG/Hay
0.5
1.0
Waste Utilization Agreement
3018
Center Pivot
AuA
Cotton 0.5
1.0
3018
Center Pivot
AuA
Wheat
0.5
1.0

R&C Swine
Page 5
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 limitations. 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 instances should the volume of the waste be 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 responsibility of the producer and the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates 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 have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION

-R&C Swine
Page 6
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply waste. If the producer
does not own adequate land to properly dispose of waste , he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
standard 393 - Filter Strip).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate that runoff
does not occur offsite or to the surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor or flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).

R&C Swine
Page 7
REQUIRED SPECIFICATIONS
(continued)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned
by he landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainage ways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from wash down facilities, showers, toilets, sinks, etc., shall
not be discharged into the animal waste management system.
17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced as necessary to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidences of
erosion, leakage or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetation and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre -plant with no further applications of animal waste
during the crop season.
21. Highly visible markers shall be installed to mark the top and the bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina regulations.

Page 8
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: R&C Swine
Owner/Manager Agreement Richard Eason
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures established in the approved animal waste utilization plan for the farm named above. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the North Carolina Division of Water Quality
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to the surface waters of the state from a storm event less severe than the 25-year, 24 hour
storm. The approved plan will be filed on -site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner: ichard Eason
Signature:
rff.i.dr"----
Name of Manager (If different from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc.
Address: P.O. Box 438
Clinton, NC 28329
Signature:
ilallt— Via.,
Phone: [phone]
Dater /O "13
Date:
Date:i/3

Soil Map —Cumberland County, North Carolina
35' 10' 5T'
35° 9' 26"
iA
v N tar Meters
ti A 0 100 200 400 600
/j\ViFeet
0 500 1,000 2,000 3,000
Map Scale: 1:13.100 if printed on A size (8.5" x 11') sheet
USDA Natural Resources
Conservation Service
Web Soil Survey
National Cooperative Soil Survey
A
to
e
m
2/2/2011
Page 1 of 3
35° 16 55"
35' 9' 26'

Stationary Sprinkler/Gun System
Land owner: R&C Swine Facility Number: 26-3
Cumberland County
Irrigation System
Designation: X Existing Irrigation System New/Expanding
Irrigation System
Number of Stationary Sprinklers 0 # Interior sprinklers 9 # Exterior sprinklers
Wetted Diameter: 430 feet Spacing 65%
Spacing: 280 feet Use 65%
Sprinkler Pattern: X Multiple Laterals Single Lateral
0.000 Acres per Interior sprinkler from Table 4 Column B
2.171 Acres per Exterior sprinkler from Table 4 Column C
0.000 Acres per Interior Sprinkler X
2.171 Acres per Exterior Sprinkler X
0 # Sprinklers = 0.00 Acres
9 # Sprinklers = 19.54 Acres
19.54 Total Wettable Acres
Computed By: G. Glenn Clifton

Hard Hose Traveling Gun System
Land owner: R & C Swine
Irrigation System
Designation:
Wetted Diameter:
Spacing:
Hydrant Layout:
X Existing Irrigation System
300 feet
220 feet
Facility Number: 26-3
73% Use 70%
X Multiple Hydrants
New/Expanding
Irrigation System
Single Hydrant
Pull
Number
Lane
Spacing
% Wetted
Diameter
Pull
Length
Pull
Width
Location
Ext/Int
Middle
Start
End
Stop
End
Total
Acres
_
1
220
70
600
220
Ext
3.58
0.74
4.32
2
220
70
620
220
Int
3.13
0.66
3.79
3
220
70
600
220
Int
2.83
0.66
3.49
4
220
70
600
-
220
Ext
3.38
0.74
4.12
7
200
65
430
200
Ext
Done by others
2.68
8
200
65
240
200
Ext
Done by others
2.06
,
4
Total
20.46
Computed By:
G. Glenn Clifton
Technical Specialist
Prestage Farms, Inc.

arthstar.' eflgrap ias
1 in = 300 ft
f,GD[rrnunily,
ES Airbus DS. US(

Source
Farmstead
Swine Farm Waste Management Odor Control Checklist
Cause
• Swine production
Animal body surfaces • Dirty manure -covered animals
Floor surfaces
X
LX
BMPs to Minimize Odor
Vegetative or wooded buffers
Recommended best management practices
Good judgment and common sense
Site Specific Practices
X
Dry floors
• Wet manure -covered floors
X
Manure collection pits • Urine
• Partial microbial decomposition
Ventilation exhaust
fans
• Volatile gases
• Dust
Indoor surfaces
Flush tanks
• Dust
• Agitation of recycled lagoon
liquid while tanks are filling
Flush alleys
• Agitation during wastewater
conveyance
AMOC —November 11, 1996, page 1
Slotted floors
Waterers located over slotted floors
Feeders at high end of solid floors
Scrape manure buildup from floors
Underfloor ventilation for drying
Frequent manure removal by flush, pit recharge,
or scrape
LUnderfloor ventilation
Fan maintenance
Efficient air movement
x
Washdown between groups of animals
Feed additives
Feeder covers
Feed delivery downspout extenders to feeder
covers
Flush tank covers
Extend fill lines to near bottom of tanks with
anti -siphon vents
Underfloor flush with underfloor ventilation

Swine Farm Waste Management Odor Control Checklist
Source
Cause
Pit recharge points
Lift stations
Outside drain
collection or junction
boxes
End of drainpipes at
lagoon
Lagoon surfaces
Irrigation sprinkler
nozzles
Storage tank or basin
surface
• Agitation of recycled lagoon
liquid while pits are filling
• Agitation during sump tank
filling and drawdown
• Agitation during wastewater
conveyance
• Agitation during wastewater
conveyance _
• Volatile gas emissions
• Biological mixing
• Agitation
BMPs to Minimize Odor
Extend recharge lines to near bottom of pits with
anti -siphon vents
Sump tank covers
Box covers
Extend discharge point of pipes underneath
lagoon liquid level
Proper lagoon liquid capacity
Correct lagoon startup procedures
Minimum surface area -to -volume ratio
Minimum agitation when pumping
Mechanical aeration
Proven biological additives
• High pressure agitation
• Wind drift
• Partial microbial decomposition
• Mixing while filling
• Agitation when emptying
AMOC — November 11, 1996, page 2
L
l
Site Specific Practices
Irrigate on dry days with little or no wind
Minimum recommended operating pressure
Pump intake near lagoon liquid surface
Pump from second -stage lagoon
Bottom or midlevel loading
Tank covers
Basin surface mats of solids
Proven biological additives or oxidants

{
Swine Farm Waste Management Odor Control Checklist
Source
Cause
Settling basin surface
Manure, slurry, or
sludge spreader outlets
Uncovered manure,
slurry, or sludge on
field surfaces
Dead animals
• Partial microbial decomposition
•
•
Mixing while filling
Agitation when emptyin,
• Agitation when spreading
• Volatile gas emissions
BMPs to Minimize Odor
Extend drainpipe outlets underneath liquid level
Remove settled solids regularly
Soil injection of slung/sludges
Site Specific Practices
Wash residual manure from spreader after use
Proven biological additives or oxidants
• Volatile gas emissions while
drying
• Carcass decomposition
Dead animal disposal
pits
• Carcass decomposition
Incinerators
Standing water around
facilities
• Incomplete combustion
• Improper drainage
• Microbial decomposition of
organic matter
Soil injection of slung/sludges
Soil incorporation within 48 hours
Spread in thin uniform layers for rapid drying
r- Proven biological additives or oxidants
X
Manure tracked onto • Poorly maintained access roads
public roads from farm
access
Proper disposition of carcasses
Complete covering of carcasses in burial pits
Proper location/construction of disposal pits
Secondary stack burners
Grade and landscape such that water drains away
from facilities
Farm access road maintenance
AMOC — November 11, 1996, page 3

I:iuA (uttte,S • Accumulation of solids - -
(Irish system is designed and operittc,l
sufficiently to remove accumulated solids from
,butters as designed.
Remove bridging of accumulated solids at
1 ago°ns and I'Its ('rUsleci~ lischargc
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 - inches over more than 30% of surface.
lxies:.itr VtLt ativt • -l�4coyinbvef;clalion
iiowth Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative nr-ttter
— - along water's edge on impoun(Iment's perimeter.
Insect Control Checklist for Animal Operations
Cause
l3MPs fo Control Insects
•Dry SystSystemst r lc, Feel] Spillage
M' Design, °penile Mill maintain feed systems (e.g —
bunkers and troughs) to minimize the
ccunrulation of decaying wastage.
t' (lean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
Feed Storage • Accuu,latiuns of feed residues ��hiring wooer).
(. Reduce moisture at:a nurl:dint' within and
around immediate perimeter of leed storage
areas by insuring drainage away limn silt•
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
11 inspect for and remove or break up accumulated
solids in filter strips around feed sturagc as
needed.
Site Specific Practices
AA, November II, 1996, Page 1

tivarcc �.. �.w,
Aniatal 1latdin • — — -- Cause
b Are,,s • Accumulations of animal wastes --'
low
a e Control Insects
and feed wastage Eliminate low areas that trap moister along
b ` �--- Sit__ Specific �•;ct`ces
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
n Maintain fence rows and filter strips around
annual holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
!h y ktanute Ilan/fling . Accumulations of wastes needed).
Systems _
f7 Remove spillage on a routine basis _.
day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
17 Provide for adequate drainage around manure
stockpiles.
f7 Inspect for and remove or break up accumulator!
wastes in filter strips around stockpiles and
---- _ __ manure handling )areas as needed.
Fmot r)IC inlrintuauiurl cunlaci the cooperative Extension Service, Department of Ent
omology, ,
• 13ux 7613, North Carolina State University, - - - -
AMU: - Ntweisiber 1 1, I996, Page 2

EMERGENCY ACTION PLAN
PHONE NUMBERS
DWQ 7/a 113 3-33a0
EMERGENCY MANAGEMENT SYSTEM 9 // 3.? / '63'
NRCS -.1/0
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
Ieave 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 flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump..
b. Stop irrigation pump.
c. CIose valves to eliminate further discharge.
d. Repair ail leaks prior to restarting pumps.
D: Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle Dump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house. flush systems, or solid separators.
1 December 18, 1996

e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewali of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a small sump or ditch away 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 Iagoon
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 DWQ office: Phone��� �s,.�i (Division of Water Quality)
After hours, emergency number: 919-733-3942.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item 2 above, the exact Iocation 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. If spill leaves property or enters surface waters, call local EMS Phone number
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone numbers !" ; local SWCD office phone number '- -7!4.3
and local NRCS office for advice/technicaI assistance phone number - 4=2•. 7 4-1
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: . _
b. Contractors Address:
I 7 e
c. Contractors Phone: _ 9/ D 237—) i
2 December I8, I996

b: Contact the technical specialist who certified the lagoon (MRCS, Consulting
Engineer. etc.)
a, Name:
b. 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.
Cu.:f .1;1er ,:�

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
El Q 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.
El El Landfill at municipal solid waste facility permitted by. NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
ElEl Complete incineration according to 02 NCAC 52C .0102.
El El 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.
El El In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
El El Any method which, in the professional opiniorrof 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.
Owne /Manager
Signature of Technical Specialist
Date
Date