310352_Application_20240322

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2024, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2024.
Please do not leave any question unanswered Please verify all information and make any trecessary corrections below.
Application nurst be signed and dated by the Permidee.
L
Certificate Of Coverage Number: AWS310352
2.
Facility Name: Twin Oaks Farm
3.
Permittee's Name (same as on the Waste Management Plan):
Tony James
4.
Permittee's Mailing Address: 138 Corinth Church Rd
City: Rose Hill State: NC
Zip: 28458
Telephone Number: 910-271-0067 Ext. E-mail:
5-
Facility's Physics! Address: Sr 1101 1087 Cornwallis Rd
City: Teaches State: NC
Zip: 28464
6.
County where Facility is located: Du lin
7.
Farm Manager's Name (if different from Landowner): James A Knowles
8.
Farm Manager's telephone number (include area code): 910-289-2545 Ext.
9.
Integrator's Name (if there is not an Integrator, write "None"):
_Murphy -Brown LLC
10.
Operator Name (OIC): Anthony Joseph James
Phone No-: 910-271-0067
OIC #: 1002221
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
4,848
Operation Types:
Swine Cattle
Wean to Finish Dairy Calf
Dry Poultry
Non Laying Chickens
Other Tvoes
Wean to Feeder Dairy Heifer
Farrow to Finish
Laying Chickens
Horses - Horses
Horses - Other
Milk Cow
Feeder to Finish D Cow
i1'
Pullets
Turkeys
SheepSheep
Farrow to Wean Beef Stocker Calf
Turkey Pullet
Sheep - Other
r
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow
Wet Poultry
Gilts Other
Non Laying Pullet
Other
Layers

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
2322
Lagoon
I/l/1991
Full, clay
500,833.00
78,408.00
19.50
2325
Lagoon
1/1/1991
65340.00
19.50
3961
Lagoon
1/1/1997
Full, clay
599,998.00
117,551.00
27.00
MIDDLE (SECONDARY)
Lagoon
78,408,00
46.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e_g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
A site map/schematic
�3. Emergency Action Plan
'✓4. Insect Control Checklist with chosen best management practices noted
,15. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
j 7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

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.)
Print the Name of the PermitteelLandownerlSigning Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print): � n '-�k C.
Title: ()L,.� r�
Signature: Date: -3
Name (Print): Title:
Signature: Date:
Name (Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQr-DWR
Animal reeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

ROY COOPER
Governor
ELIZABETH S. BISER
Secretary
RICHARD E. ROGERS, JR.
Director
Tony James
Twin Oaks Farm
138 Corinth Church Rd
Rose Hill, NC 28458
NORTH CAROLINA
Environmental Quality
February 12, 2024
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non -Discharge General
Permits, you must submit an application for permit coverage to the Division of Water Resources (DWR) by April 3 2024
Enclosed you will find a "RNuest for Certificate of Coverage for Facility Currently Covered by an Expiring State
Non -Discharge General Permit." The application form must be completed signed by the Permittee and returned to the DWR by
April 3, 2©24.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Sei vice Center
Raleigh, North Carolina 27699 1636
Email: animal.operations(c-L,,deq.nc goy
phone: [phone]
Please note that you must include one (I) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to $25,000 per day.
Copies of the animal waste operation State Non -Discharge General Permits are available at
www.deg.nc.2ov/animalpermits2024. General permits can be requested by writing to the address above.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
A;
Michael Pjetraj, Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered b an Expiring State Nan Discharge
General Permit
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OPERATION & MAINTENANCE PLAN
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 I 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 mare storage space available
in the lagoon for future wet periods. In the late summer 1 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

Lagoon surface -- look for:
1, undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds_ These waves can erode the lagoon sidewalis, 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 o check for proper operation of-
1- recycling pumps
2_ irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE. Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps_ Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
9. 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.
Lauding:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon wili function_ Flush systems that wash waste into the lagoon Several limes daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.

• Practice water conservation — minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level_
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer 1 early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• ❑o not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
5

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

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach
of the darn. Assuming proper designs 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 lagoons liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure_

EMERGENCY ACTION PLAN
PHONE NUMBERS
} DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE .EXTENSION SERVICE (CES)
(910)3.95-3900
[phone]
[phone]
[phone]
[phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wail 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 doe 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. Close values 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 no siphon occurs.
d. Stop all flows in the house, flush systems or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks -possible action:
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 lagoon
bottom as soon as possible.
1

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 notes, such as employee injury, fish kilts ,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: 919-733-3942. 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 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 number - -, local SWCD office phone number - - , and
local NRCS office for advice/technical assistance phone number - --.
4. If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask the person to contact the proper agencies .for.you.
5. Contact the contractor of your choice to begin repair of problem to minimize off-
site damage.
a.
b.
C.
Contractors Name:
Contractors Address:
Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, -etc.)
a. Name: FLSA -
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.
2

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LAGOON DESIGN
Operator KW7-8 County: DUPLIN Date: 07/17/97
Has the site evaluation been completed & approved: N/A
1. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow to
finish)
x 1417
lbs
= 0
lbs
0
sows
(farrow to
feeder)
x 522
lbs
= 0
lbs
600
head
(_finishing
only)
x 135
lbs
= 81000
lbs
0
sows
(farrow to
wean)
x 433
lbs
= 0
lbs
0
head
(wean to feeder)
x 30
lbs
= 0
lbs
Describe other :
- 0
lbs
Total Average Live Weight = 81000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 81000 cubic f t (include 0 cu. ft. add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 61200.0 cubic feet
4, TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------
270.0
Inside top width (feet)---------------------
250.0
Top of dike elevation '(feet) ---- -.-----------
103.00
Bottom of lagoon elevation (feet)-----------
89.20
Freeboard (feet)--=-------------------------
1.00
Emergency spillway depth of flow(feet)------
0.00
Side slopes (inside lagoon)-----------------
3.0 1
Total design -volume using prismoidal formula
SS/END SS/END SS/SIDE SS/SIDE LENGTH
WIDTH DEPTH
3.0 3.0 3.0 3.0 264.0
244.0 12.80
AREA OF TOP
LENGTH * WIDTH =
264.0 244.0 64416 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH
187.2 167.2 31300 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
225.6 205.6 185533 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
64416 185533 31300 2.13
Total Designed Volume Available 599998 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) + Surface area of connecting waste facility
270.0 250.0 50051.0
117551.0 square feet
Buildings (roof and lot water) or impervious area
0.'0 square feet Describe this area.
TOTAL DA 117551.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb, ALW 1.37
Volume 81000 lbs. ALW/135 lbs. ALW * 1.37 gal/da 180 days
Volume = 147960 gals. or 19780.7 cubic feet
5B. Volume of excess water
Volume = 543.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 13068.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation 13.2 inches
180 days rainfall • = 21.7 inches
Volume = 21.7 in * DA / 12 in. per ft. = 212571 cubic feet runoff
volume = 13.2 in.* lagoon DA/12 in./ft = 129306 cubic feet evap.
Volume = 83265 cubic feet

SD. Volume of 25 year 24 hour stor 7.5 in.
5E.
Volume of "Heavy Rain 7.5 in.
Volume = 15.0 inches / 12 inches per foot * DA
Volume = 146939 cubic feet
Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19781 cubic feet
5B. 13068 cubic feet
5C. 83265 cubic feet
5D. 146939 cubic feet
5E. 98547 cubic feet
TOTAL 361599 cubic feet
6. SUMMARY
Temporary. storage, period===================>_ 180 days
Rainfall during wettest period of storage==> 21.7 inches
Evaporation during storage period==========> 13.2 inches
2.5 year - 24 hour rainfall====_____________> .7.5 inches
Heavy rain=====____________________________> 7.5 inches r
1.00 feet,
Side slopes=====___________________________> 3.0 : 1
Inside top length==========================> 270.0 feet
Inside top 250.0 feet
Emergency spillway elevation(if planned)===> 102.00 feet
Top of dike elevation======================> 103.00 feetJ'
Bottom of lagoon elevation=================> 89.20 feet
Top of sludge elevation=========== ======> 91.50 feet
Total required volume======================> 503799 cu. ft..
Actual design volume_______________________> 599998 cu. ft.
Seasonal high watertable elevation (SHWT)==> 0.00 feet
Stop pumping elev._________________________> 95.20 feet
Must be > or = to the SHWT elev.= ______> 0.00 feet
Must be > or = to min. req. treatment el.> 95.20 feet
Min. Required treatment volume=============> 81000 cu. ft.
Volume at stop pumping elevation===========> 150906 cu. ft.
Start pumping elev.====____________________> 99.50 feet
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall===> 453060 cu. ft.
Volume at start pumping elevation==========> 448296 cu. ft.
Required volume to be pumped===============> 214661 cu. ft.
Actual volume planned to be pumped=========> 219630 cu. ft.
Min. thickness of soil liner when required=> 1.9 feet
7. DESIGNED BY: tA. -t-144ed
DATE:
APPROVED BY:
DATE:

SOIL INVESTIGATION TO DETERMINE SUITABILITY OF LAGOON SITES_`
Grower's Name LkZR9 Kr4"I Z:s County
Date S 19 9 State C
SKETCH OF PROPOSED LAGOON SHOWING WHERE BORINGS WERE AMDE
L(1CATT7t0 T'S Tnl ht?1 A (Kr-- S�r7. Lr1C t-vZ t
Depth
Boring Number
Ft.
1
2
3
4
5
6
17
8
9
10
0-•1
-5m --!5
SC
1-2
5C 2r
2-3
4Z
3-4
4-5
5-6
6-7
7-8
8-9
sc
9-10
C
10-11
11-12
12-13
* SHWT (Seasonal
High Water Table)
Date
Signature & Title _ /

TYPES OF MATERIAL ENCOUNTERED IN BORING
GW Well graded gravels; gravel, sand mix
GP Poorly graded gravels
GM Silty gravels, gravel -sand -gilt mix
GC Clayey gravels;gravel-sand-clay mix
SW Well graded sands; sand -gravel mix
SP Poorly graded sands
SM Silty Sands
L Suitable material for liner is available
Remarks:
UNIFIED CLASSIFICATION
Yes
SC
Clayey sands; sand-claymixuires
ML
Silts; silty, very sands; sandy or clayey silt
CL
CIays of low to medium plasticity
CH
Inorganic clays of high plasticity
MH
Elastic silts
OL
Organic silts and silty clays, low plasticity
OH
Organic clays, medium to high plasticity
2. Explain hazards requiring special attention in design (seepage, spring, rock, etc.)
No
Np (2'1C-SG1nacis o$sE.<,iC`O
3. General Remarks: The soil borings for this investigation represent only that particular confined. area. If during
construction, different materials are encountered, necessary modifications will be made in design. At the time of cerdi-
cation, the waste treatment lagoon must meet all MRCS standards and specifications including liners, side slopes,
compaction, capacity and other requirements.
Depth Boring Number
Ft. 11
12
13
14
15
16
17
18
19
20
0-1
1-2
2-3
3-4
4-5
' 5-6
6-7
i 7-8
8-9
.9-10
10-11
1 11-12
I
12-13

HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner Larr . Knowles_ _- County Du lin
Estimated Depth of Water to Top of Dam 6' Ft. Length of Flood Pool 1,000 Ft.
Date of Field Hazard Investigation 511
Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden
dam failure.
Est. Elev.
Est. Elev.
Kind of ;Improvements;
of Breach
Reach Length Width
Slope Land Use
Improvements
Above .
Floodwater Above
Flood Plain
Flood Plain d
Ft. Ft.
% Farmland
None
±25'
N/A
1 1,000 300
0-2 - - —
Wooded
2
3 '
Describe potential for loss of life and damage to existing or probable -future downstream improvements
for a sudden breach. A sudden failure of the structure will not endanger life nor cause significant
damage to buildiness aiiricultural land, or public roadways. The structure is approximately 700 feet from
an unnamed tributary leadine to Rockfish Creek and approximately 1, 800 additional feet from SR 1135.
Hazard Classification of Dam (A, B, C) (see NEM-Part 520.21)
NRCS Dam Classification (I, 11, III, IV, V)
By _ _
M. Floyd Adams, P - ---f'
9
Date IA707 _

,
'
Jiimm7 w|es _ �� PAGE 2
' ADDRESS: Rt'1, �-'x 332A Rose HHi|| \`�
TYPE AND -SIZE 2448 Topping
OF OPERATION
CLASS III
DESIGNED BY Johnny Lanier
DATE
'
APPROVED BY
DATE
PERHANENT STOF���
2448 Ho8s x 135 }bs per hog 1 Cu Ft per |b. 330480 Cu Ft
TEMPORARY STORAGE
330480 ibs of animal x 1.35 cu. ft. of waste per day 80307 Cu Ft
per 1000 |bs of animal wt. x 180 days
RAINFALL LESS EVAPORATION
7" X 71400 sq. ft. surface area per 12"per ft 41650 Cu Ft
RAINFALL - 25 YR., 1 DAY STORM
7.5" X T1400 sq. ft. of surface area per 12" per ft. 44625 Cu Ft
TOTAL STORAGE NEEDED 497062 Cu Ft
18410 Cu Yds
TOTAL STORAGE AVAILABLE 500833 Cu Ft
18549 Cu Yds
AMOUNT OF FILL DIKE 80400 Cu Ft
PAD 201100 Cu Ft
`
---------
TOTAL 281500 Cu Ft
SETTLEMENT 10% 28150 Cu Ft
---------
TOTAL AMOUNT OF FILL 309650 CuAMOUNT Ft
11469 Cu Yds
CUT TO FILL RATIO TOTAL EXCAVATION 437400 Cu Ft
1.4: 1 16200 Cu Yds
Inm-1 hcxue' to b t-�
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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
a a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
IV (tendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
DA 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).
aAny method which, in the professional opinionivof the State Veterinarian, wouldmake 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).
QMass 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.
Signature of rm Owner/Manager Date
A A) /77
LTU
Signature of hnical Specialist Date

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Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Twin Oaks Farris
Twin Oaks Farm Twin Oaks Farm
138 Corinth Church Rd -
Rose Hill, NC 28458
[phone]
05-23-2016
This plan has been developed by:
Greer Moore
Clear Run Farms Consulting Services
PO Box 338
Harrells, jT 28444
(910)385 456
j , `j?
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
r
Signat (o } Date
Signature (manager or producer) Date
This plan meets the minimum staparils and specffications of the U.S. Department of
Agriculture - Natural Resources �inservation Service or the standard of practices
adopted by the Soil and Water f0 sevation Commission.
Plan Approved By. ,-" 4 / 2 -j
Technical Specialist
-------------------------------- --- --------------
622877 Database Version 3.1
Date
------------------- ------------ -------------------------------------------- -----------------
Date Printed: 05-23-2016 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 4,494,096 galslyear by a 4,848
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
10351
Incorporated
17777
Injected
19577
Irrigated
11251
Max. Avail.
PAN (lbs) *
ActualPAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
11,251
12683
-1,432
5,066,150
-572,054
--------------------------lb,--------------------------------------- n--------------------------------------------------------------------------------------
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application methods) identified in the plan .for this source.
622877 Database Version 3.1 Date Printed 05-23-2016 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each Meld. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
TO
1
14.81
14.81
NIA
Goldsboro I
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
TO
2
10.16
10.16
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Past rc
6.5 Tons
TO
3
9.06
9.06
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid. Bermudagrass Pasture
6.5 Tons
TO
4
7.82
7.82
N/A
Goldsboro
Fescue Pasture
4.0 Tons
TO
5
5.12
5.12
N/A
Goldsboro
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
PLAN TOTALS: 46.97 46.97
Ll
Potential Leaching
Technical Guidance
Law potential to contribute to soluble
None
< 2
nutrient leaching below the root zone.
>= 2Moderate
potential to contribute to
Nutrient Management (590) should be planned.
< 10
soluble nutrient leaching below the root
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 1Q
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
622877 Database Version 3.1 Date Printed 5/23/2016
PCs Page 1 of I
NOTE: Symbol * means user entered data.

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The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate
Application Amount
Tract Field Soil Series
(mcbes/hour)
(inches)
TO l Goldsboro
0.50
1.0
TO 2 Goldsboro
0.50
1.0
TO 3 Goldsboro
0.50
1.0
TO 4 Goldsboro
1 0.50
1.0
TO 5 Goldsboro
1 0.50
1.0
622877 Database Version 3.1 Date Printed 5/23/2016 lAF Page 1 of 1
NOTE: Svmbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen
Utilization Table
Maximum
Maximum Sludge
Crop PA-N Rate
Application Rate
Minimum Acres
Minimum, Acres Minimum Acres
lblac
1000 gal/ac
5 Years Accumulation
10 Years Accumulation 15 Years Accumulation
Swine Feeder
-Finish Lagoon Sludge
- Standard
Corn 120 bu 150
13.16
60.78
121.55 182.33
Hay 6 ton R.Y.E. 300
2632
30.39
60.78 91.16
Soybean 40 bu 160
14-04
56.98
113.96 170.93
------ --------------------------------------------------------------------------------------------------------------------------- ------- --------- ---
622877 Database Version 3-1 Date Printed: 05-23-2016 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less -than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
* Available Storage Capacity is calculated as of the end of each month.
---------------------------------------------------------------------------------------------- - -----------------
622877 Database Version 3.1 Date Printed: 05-23-2016 Capacity Page 1 of

Required Specifications For Animal Waste Management
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 that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving 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, MRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by 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).
-------- --------- ---------------------------------------------------------------------------- --------------------------------------------------------------
622877 Database Version 3.1 Date Printed: 5/23/2016 Specification Page l

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil 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. Nutrients from waste 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 canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
-------- --------- ------------------------- I --------------------------------------------- - ------------- ------------------------
622877 Database Version 3-1 Date Printed: 5/23/2016 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields 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 washdown 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
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
------- -----------------------------------------------------------------------------------------------------------------------------------------------------------
622877 Database Version 3.1 Date Printed: 5/23/2016 Specification Page 3

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 nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three 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.
APR 092019
Watet®uality
Regional OperadonsSeC"
------------------------------------------------------------ --------------------------------------------------------------------------------
622877 Database Version 3.1 Date Printed: 5/23/2016 Specification Page 4

Crop Notes
The following crop note applies to field(s): 4
Fescue: Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain, tall fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 lb/ac. seed. Use certified seed
to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in
mixture with clovers_ Tall fescue will tolerate soil wetness but not flooding or prolonged saturation, use
ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime, phosphorus, and
potassium recommendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply
N for mixtures with clovers but use proper legume inoculation. techniques. Apply 150 to 200 lb/ac. N to
pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. 1 to Mar. 20 and
Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
The following crop note applies to field(s): 1, 2, 3, 5
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should he planted from October 15-October 30; and rye from
October 15 November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep_ Adequate depth control is
essential. Review the NCSU Official Variety "green book' and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
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622s77 Database Version 3.1 Date Printed: 05-23-2016 Crop Note Page 1 of 2

The following crop note applies to field(s): 1, 2, 3, 5
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal .Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bulac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 1001b/ac N in
the establishment year in split applications in April and July. For established stands apply ISO to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
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622877 Database Version 3.1 Date Printed: 05-23-2016 Crop Note Page 2 of 2

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