310370_Application_20240318

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 )~xpiring Sate Non -Discharge General Permit
On September 30, 2024, the North Carolina State Non -Discharge Cieneral Permits I'or 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 Pert -nits must apply for renewal ai least 180 days prior to their expiration date. Therefore, all applications
mast be received by the Division of Water Resources by no later than April 3. 2024.
Please do not leave any question unanswered. Please vergf all inj6rnuction and make any- necessary corrections below.
Application must be signed and dater) by the Perrnittee.
i .
Certificate Of ('overage Number: AINS310370
2.
Facility Name: Lklec Pits Inc
3.
Permittee's Name (saute as on the Waste Management flan):
Nlilltc Bland
4.
Per vittee's Mailing .Address: 767 Stocking, Ilead Rd
City: Rase )fill State: NC;
lip: 28458
Telephone. Number: 910-271-1507 Ext. E-ruail:
5,
Facility's Physical Address: 767 Stocking I lead Rd
City: Rose Hall ;state; NC
Zip: 28458
6.
County where Facility is located: C)tiplin
7,
Farm Manager's Name (if different from Landowner): Keith
Bland
&
Fnrrn Manager's telephone number (include area code): 910.289-2001 Ext.
9,
Integrator's Name (if there is not an Integrator, write ";gone")
Mt phv,13rc7 it l,L(;
10,
Operator Name (C)lC ): Keith y4 . Bland
phone No. 910-289 2001
()IC" II 18004
i l .
Lessee's Name. (if there is not a Lessee, write 'None"):
12.
Indicate animal operation type and number:
Current Permit: Operations 1`vpe
.Allowable Count
Swine - Farrow to Wean
1400
OperationTypes:
Swine Cattle
DrV Poultry
Other "i'vnes
Wean to Finish Dairy Calf
:ton Laying Chickens
I Iorses - f lors'es
A`ean to Feeder Dairy I lei ter
[.,,lying Chickens
Ilorses - Other
Farrow to Flnisl1 Milk. Cow
f'u.11eis
Sheen . Sheep
Feeder to Finish Dry C'ow
turkeys
Sheep - Other
Farrow to Wean Beet`StockerC ant'
Turkey Pullet
Farrow it) F"der Beef* Feeder
Boar/Stud Beef Broad Cow
Wet Poultry
Gifts Other
Non Laying Pullet
Other
Layers

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 aptinishment by a fine of not more than S10,000 or impriNonmentornot more than 5 years, or both
for a similar offense.)
Print the Name of the Pemiittee."Landowtier,,,"Sigiiiiig Official and Sign below. (If multiple Landowners exist, all landowners
should sign. IfLandowner isacorporation, signature should be by a Principal executive officer ofthe corporation):
Name (Print): Title: a_on-K �,a r, '0 L
Signature Date:
- -- -.1- . I ........... ......................... - .................... . .......... .. . . . ...... ................... ............... .... .............. . ..
Name (Print): Title:
Signature: m Date:
Name (Print): Title:
Signature: .. Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: aninial.operations(41decl.ne.gov
NCDEQ-DWR
Animal Feeding Operations Program
1636 Avlail Service Center
Raleigh, North Carolina 27699-1636

131 Waste Treatment Lagoons, Digesters and 1Vaste Storage Ponds (L%SP): (Fill. lOcrify the l'ollowing information.
ltlake all necessary corrections and provide missing data.)
5trucntre
Nance
Structtare Type
t t.agoon. Dagc stcr
WS1")
t.stirtaatcsd
late
Built
t.:iner l ipe+
(C'laty. Syruhetic.
Unknown)
(;'apacity
(Cubic l`vc't)
Estimated
Surfatce Area
(Soare Feet)
Design Freeboard
"Redline"
tfnclaess)
I
Lagoon
1'1=1992
1,512,58100
177,0{)0.00
lc) 50
Submit one (1) copy of the Certified Animal Waste '1lanagement flan (C$.N1 NIP) with this completed and signed
application as required by NC General Statutes 143-215.IOC(d), either by mailing to the address below or sending it via
email it) the email address below,
The C'AvA'MP must include the following components:
i. the most recent kMastc Utilization Plan (WIT), signed bs the pawner and a certified technical ti ectalist, containing:
a. Hic method by which waste is applied to the disposal fields (e g. irrigation. injection, etc.)
Ei. A map of every Field used for land application (for example.: irrigation map)
e. The soil series present on every land application field
d. The craps grown on every land application field
e. The Realistic Yield Esxpectation (RYE..) for every crop shown in the WLJP
f. The maximum I'AN to he applied to every land application field
g. 'I"he ww,aste application windows for every crop tatilif.ed in the WUP
h. The required NRC'S Standard specifications
2. rA site neap/schematic
. Emeroency Action Plan
4Insect Control Checklist with chosen best management practices noted
a. Odor Control Checklist with chosen hest manaXgetnent practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
` , Lagoon/,storage pond capacity doc;untentaition (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.
k. Operation and Maintenance Plan
II'your CAWMP includes any components not shown on this; list. 11lcase include the additional components with your submittaal.
(e.t. compostin-, digesters, solids separators, sh.tclgc drying system, waste transfers, etc.}
f 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 part, of this application are not completed and than if all required supporting inforanation and attachments are not
included, this application package will be returned to incas incomplete.

ROY COOPER
�.i(?Vd'MM,
El-IZABETH S.13ISER
,• Iela?
RICHARD E. ROGERS, JR.
01 ector
Millie Kind
W'ee Pigs Inc
767 Stocking (lead Rd
Rose (till, NC:' 28458
NORTH CAROi. NA
Environmental Quality
February 12, 2024
Subjecr Application for Renewal ol'Coverage for Expiring State General Pennit
Dear Pernlittee:
YOUr facility is currently approved for operation under one of the. Animal Waste Operation `Mate Non -Discharge General Permits,
which expire on September 30, 2024, [it order to enstfre YoUr cuntirtttccf_covera(,'C_Under the State _Non
._I)i cltrtrt e_(icnLaal
Ile ou n€!rr t ,uk7tlatt to tr : Ii itit n. for permit cove ue to,the .,_Division of Watc r Resources()W_I2,),�..._A.t)r.!1;,,.3�20?4._
Ea'tclt>sed ou vv°i(( lind a "Re uest lur Certificate of Lr.>vert€t e for 1 acihty C:urrentl C'o� erect bti an F'x Kirin Ttatc
Non Disch tr re C ienc r tl Permit." I'he a � thcation form must be cottr tleted 4t me d by the Pct mitre e and returned to the t)WR by
�a�. i _ .._ _w... F... �..... -� �w.a� �.. , . ............_. w..� ........w._�... ��.. w , �w....�.................
April 3, 2{124.
(Mailing Address: N('I)f,Q-I)WR
Animal Deeding. Operation,, Program
16.36 N'tail Service Center
Raleigh, North Carolina 27099 1636
f;mail; tt1li1llyI +ltq_ttions<<r ticc t7",tty
phone: [phone]
Please note that you racist include ntne (1) cc1nV of tire C.crtified Animal Waste Management flan ((:AWVIP) with the
completed and signed alwlication fount A list o1 (test, included. in the CAk`, P call be f aund,onj,)jtg ?...c}1 the renewal
application loran,
Failure to request renewal of your coverage under a general permit -within the time period specified may result in a civil penalty.
Operation ofyour facility without coverage under a valid general permit cactuld constitute a violation of NC` G.S. ti 143-215.1
and could result in assessments ofcivil penalties of"up to ti25.000 per clay,
Copies of the. animal waste operation `Mate Non -Discharge General Permits are available at
1t;vvvv ciCcpnt rray;_wiatrrt� t;li?t rnttt (1,? F. General permits call he requested by waiting to the address above,
If you have any cfttcstio€ts about the; State lion -Discharge General Permits.. the enclosed application. or any related (matter please
feel free to contact the Animal feeding Operations branch stal)'at 919-707-9129.
Sincerely,
Michael llictraj, Deputy Director
Division of Water Resource,;
Fnclosures Rc 1ticst for Certificate ate of_Coveral-'e for C acillty C unrnt1v Covered by an F'-xpirin- State Non Dischar+ee
General Permit
�c+rtirC�r�livai�rtrs��e+toPEnciranr��at�tQst��rs ISi�-i�i��oECs'�t�eit�z�urt��
�..E, tit North liitrnrvStr 163�OMwl rvireCenttr et��h. �rt� rlin� 5 �1 6
___a��'� 9tSa1079129

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System Ca96bration
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

r�a�n E, Q : 1 (i FAT'-�I
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped
down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made
to maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated 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 fertilized 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 lagoon 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

Lagoons surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment oo 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 operations 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.
4

• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
o Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
o 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 1 early fall to
provide maximum lagoon storage for the winter.
o The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
o 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.
o Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
o Maintain strict vegetation, rodent, and varmint control near lagoon edges.
m Do not allow trees or large bushes to grow on lagoon dam or embankment.
o Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
o 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:
DR

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.
o 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 concerns 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.

4..r FIN]
i !
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS) ` 1
SOIL AND WATER CONSERVATION DISTRICT (SWCD) �i I D�"� do '-�� u
NATURAL RESOURCES CONSERVATION SERVICE (MRCS) t' b _.4c' .a a_0
COOPERATIVE EXTENSION SERVICE (CES) e'! D U ..=2-1 `'r l
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. R
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
QR
e) Make sure no surface water is entering lagoon. 8 20f9
B. Runoff from waste application field -actions include: Alty
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 / technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: 1\/V0+t,\CX -Ti tom. A .i ni—1-yu;1 OY\
b. Contractors Address: t � cLVV a- U , iA C—
c. Contractors Phone: cl 10 :.a2 � S S-
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.)
a. Name: ]�,,� �i,L
b. Phone: ^0tiy' c . 'S =3v_3+-I
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.

Murphy -Brown, LLC 2/6/2019 2822 Hwy 24 West
P.O. Box $56
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
Bobby ::& Keith Bland
Bobby & Keith Bland Farm Facility 31-370
County: _ Duplin
Permit Capacity:
Farrow to Wean 2400
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
Gilts
Boars
Storaae Structure: Anaerobic
Storage Period:
Application Method:
Lagoon
>160 days
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 annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
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.
1 of 11

This plan is based on the waste application method shown above, If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, fe, tons, etc.):
Capacity T e
Waste Produced per Animal
Total
7,687,200 gallyr
2400
Farrow to Wean
3203 gallyr
Farrow to Feeder
3861-gallyr
gallyr
Farrow to Finish
10478 gallyr
gallyr
Wean to Feeder
191 gaVyr
gallyr
Wean to Finish
776 gallyr
gallyr
Feeder to Finish
927 gaVyr
gallyr
Gifts
1015 gallyr
gallyr
Boars
2959 gallyr
gaVyr
Total 7,687,200 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
2400
Farrow to Wean
3.84 Ibs/yr
9,216 lbslyr
Farrow to Feeder
6.95 Ibslyr
Ibslyr
Farrow to Finish
18.86 Ibslyr
Ibslyr
Wean to Feeder
0.34 Ibslyr
Ibslyr
Wean to Finish
1.4 Ibslyr
Ibslyr
Feeder to Finish
1.67 Ibslyr
lbslyr
Gilts
1.83 Ibstyr
Ibslyr
Boars
5.33lbs r
Ibstyr
Total R 9,216 Ibstyr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 45.893
Total N Required 1st Year. 11136.04
Total N Required 2nd Year. 7498.42
Average Annual Nitrogen Requirement of Crops: 9,316.73
Total Nitrogen Produced by Farm: 9,216.00
Nitrogen Balance for Crops: (100.73)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of11

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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.
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 definitely 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.
CROP CODE LEGEND
Crop Code
Crop
Description -Harvested As
A
Barley
Grain Crop
B
Grazed Hybrid Bermudagrass
Pasture/Grazed
C
Hybrid Bermudagrass Hay
Hay
B/C
Comb. Hybrid Bermudagrass
Graze/Hay Combination
D
Corn - Grain
Grain Crop
E
Corn - Silage
Silage
F
Cotton
Cotton Lint
G
Grazed Fescue
Pasture/Grazed
H
Fescue Hay
Hay
I
Oats
Grain Crop
J
Rye
Grain Crop
K
Grazed Overseed
Pasture/Grazed (Seeded in Bermudagrass)
L
Overseed Hay
Hay (Seeded in Bermudagrass)
M
Grain Sorghum
Grain Crop
N
Wheat
Grain Crop
O
Soybean
Grain Crop
P
Pine Trees
Pine Trees
S
Small Grain
Grain Crop/ Hay (After Grain Crop)
CC
Cover Crop
Not Harvested, Bumed/Disked in
SWG
Swithgrass
Biomass Crop
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.
4 of 11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
I n Specifications
PAN/yrlanimal Farm TotaV/r
2400 Farrow to Wean
0.8 1920
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
0.07
Wean to Finish
0.27
Feeder to Finish
0.34
Gilts
0.39
Boars
0.55
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 1920 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above,
If you remove the sludge every 5 years, you will have approximately 9600 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 32 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 76.8 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
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.
'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 responsibility 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.
5of11

Application late Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tact
H; dran*.
Ty pe
Crop
Inlhr
" inches _
7016
F1-1
GoA
C
0.4
1
7016
F1-2
LuA
C
0.5
1
7016
F2-1
LuA
D
0.5
1
7016
F2-2
GoA
D
0.4
1
7016
F2-3
GoA
D
0.4
1
7016
F2-4
GoA
D
0.4
1
7016
F2-5
GoA
D
0.4
1
7016
172-6
GoA
D
0.4
1
7016
F2-7
GoA
D
0.4
1
7016
F2-8
GoA
D
0.4
1
7016
F2-9
GoA
D
0.4
1
7016
F3
NbA
D
0.4
1
7016
F4-1
LuA
D
0.5
1
7016
F4-2
LuA
D
0.5
1
7016
F4-3
LuA
D
0.5
1
6 of 11

Additional Comments;
This revision Chan es fields 2,3&4 from grass to rcvv crops -
have been made.
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Flame of Farm:
Owner:
Manager:
Owner/Manager Agreement:
Bobby & Keith Bland Farm Facility 31-370
Bobby & Keith Bland
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 above. Uwe 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 DWR 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 NCDWR upon request.
Name of Facility Owr
Signature:
Name of Manager of different from owner):
Signature:
Name of Technical Specialist: Toni W. King
Affiliation: Murphy -Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Signature:
8of11
Date
Date

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of applications
for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land eroding at more than 5 tons per acre per year but less than 10 tons
per acre per year provided grass filter strips are installed where runoff leaves the field
(See USDA, NRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offshe or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen_
9of11

-BROWN LLC
WARSAW, NC 28398
Drawing: SMAY P t !- - -
Location: DUI)Ltm
Owner: z. g_ }���Ta► 1 c A�cn- _— —
Scale: + 34,0 • -
Date: 70 2onozon 3 ---
t! ared By: , ►, , r� BS a N

Operator:BOBBY & KEITH BLANCounty: DUPLIN Date: 08/21/92
Distance to nearest residence (other than owner): 800.0 feet
1. STEADY STATE LIVE WEIGHT
0
sows
(farrow to finish)
x 1417
lbs.
= 0
lbs
0
sows
(farrow to feeder)
x 522
lbs.
= 0
lbs
0
head
(finishing only)
x 135
lbs.
= 0
lbs
2400
sows
(farrow to wean)
x 433
lbs.
= 1039200
lbs
0
head
(wean to feeder)
x 30
lbs.
= 0
lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 1039200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1039200 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 1039200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed."
TOTAL DESIGN VOLUME
RVE-0,A6E Ltti6-T4 IAaA1A6P- Wi61-4
Inside top length 600.0 feet ; Inside top width 295.0 feet
Top of dike at elevation 50.4 feet
Freeboard 1.0 feet ; Side slopes 2.5 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 49.4 feet
Bottom of lagoon elevation 39.4 feet
Seasonal high water table elevation 0.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDEl SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 595.0 290.0 10.0
AREA OF TOP
LENGTH * WIDTH =
595.0 290.0
AREA OF BOTTOM
LENGTH * WIDTH =
545.0 240.0
172550.0 (AREA OF TOP)
130800.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
570.0 265.0 604200.0 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
172550.0 604200.0 130800.0 1.7

VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 1512583 CU. FT.
S. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
600.0 295.0 177000.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 177000.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 1039200 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 253779 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 103250.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 1.5 inches / 12 inches per foot * DA
Volume = 110625.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
253779
cubic
feet
5B.
0
cubic
feet
5C.
103250
cubic
feet
5D.
110625
cubic
feet
TOTAL 467654 cubic feet
6. SUMMARY
Total required volume 1506854 cubic feet
Total design volume avail. 1512583 cubic feet
Min. req. treatment volume plus sludge accumulation 1039200 cubic feet
At elev. 46.6 feet ; Volume is 1051419 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 1401958 cubic feet
At elev. 48.6 feet ; Volume is 1384412 cubic feet (start pumping)
Seasona high water tab elevation 0.0 feet
7. DESIGNED BY: •APPROVED BY:
DATE: / zo ``" DATE :
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

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
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 beat least one foot above the seasonal
high water table. Attach burial location map and plan.
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.
® 0 Complete incineration according to 02 NCAC 52C .0102.
® ® 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.
® ❑ 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).
® D Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance. .
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
ilional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date