310240_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Perminee.
1. Farm Number: 31-0240 Certificate Of Coverage Number: AWS310240
2. Facility Name: Danny Brown Farm
3. Landowner's Name (same as on the Waste Management Plan): Danny C Brown
4. Landowner's Mailing Address: 4495 NC 50 S
City: Chinquapin ylG Y4G, /9Z` State: NC Zip: 28521
Telephone Number:—918-2&5-463iL t. b E-mail: dannvbuck68agmail.com
5. Facility's Physical Address: 371 Pickett Bay Rd
City: Chinquapin State: NC Zip: 28521
6. County where Facility is located: Duplin ,, /%
7. Farm Manager's Name (if different from Landowner): / V/ A
8. Farm Manager's telephone number (include area code): N0
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): Danny C. Brown Phone No.: 910-285-4637 OIC #: 18015
11. Lessee's Name (if there is not a Lessee, write "None"): n//..
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type Allowable Count
Swine - Feeder to Finish 1/ 5,760
Swine Cattle Dry Poultry Other Topes
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep- Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline'
(Inches)
I
1991
C R(
59/, 2W
82,764.00
19.50
2
I y9N
C /ay
�fi3, �/]7
72,310.00
9.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with thi completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signatureig7should be by a principal executive officer of the corporation):
I Q9///✓ C &Cvt/v7 Title: OW/9EY�IC�
Date: 7 2� /
Signature: //C.sya, & z#tz.yv'
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMNET SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTERSION SERVICE (CES)
[phone]
[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 wait until wastes reach surface waters
or leave you 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 ore may not be
possible. Suggested responses to some possible problems are listed belwo.
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 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 flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewallof 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 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 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: 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 sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath 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 Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off -
site damage.
a. Contractors Name: AC�, R; J e n b ar`<
b. Contractors Address: L1att kte , w t 1ggLL
c. Contractors Phone: cot a is-. s4o
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name:
b. Phone:
�,,.z...
Q1w
0?9(, - ala0
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause
BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
Flush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
(.{.Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
Slarifgrntain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-6 inches over more than
30°h of surface.
Excessive Vegetative Decaying vegetation
Growth
1aintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems/
Feeders Feed Spillage (I Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
O Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues
() Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes
and feed wastage
( ) Eliminate low area that trap moisture along fences
and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
AMIC--November 11, 1996

Dry Manure Handling Accumulations of animal wastes ( ) Remove spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 days interval during
Systems
winter) where manure is loaded for land application
or disposal.
( ) Provide for adequate drainage around manure stockpiles.
() Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked (-$'pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(La/idowner Signature)
ae, i3r014,n
(F.drm Name)
31-.19.0
Fare,
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
AMIC--November 11, 1996

Source
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Cause BMP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
Animal body surfaces Dirty manure -covered animals
Floor surfaces Wet manure -covered floors
Manure collection pits Urine
Parital micorbial decomposition
tywegetative or wooded buffers;
(mmended best management
practices;
ood judgment and common sense
F.yory floors
jt�otted floors;
ry'' ,,triaterers located over slotted floors;
(1 Feeders at high end of solid floors;
(Sir(4-8Sir manure buildup from floors;
nderfloor ventilation for drying
(uent manure removal by flush,pit
rech ge,or scrape
nderfloor ventilation
Ventilation exhaust fans
Volatile gases;
Dust
61-f intenance;
fficient air movement
Indoor surfaces
Dust
ashdown between groups of animals
(1 Feed additives;
(1 Feeder covers;
(1 Feed delivery downspout extenders to
feeder covers
Flush tanks
Agitation of recycled lagoon
liquid whiles tanks are filling
Flush alleys
Agitation during wastewater
conveyanance
(I Flush tank covers
(1 Extend fill lines to near bottom of
tanks with anti -siphon vents
(1 Underfloor flush with underfloor
ventilation
Pit recharge points
Agitation of recycled lagoon
liquid while pits are filling
() Extend rechard lines to near bottom of
pits with anti -siphon vents
Lift stations
Agitation during sump tank filling
and drawdown
( ) Sump tank covers
Outside drain collection Agitation during wastewater
or junction boxes
conveyance
() Box covers
End of drainpipes at lagoon Agitation during wastewater
() Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
Biological mixing
Agitation
(yP(oper lagoon liquid capacity
(yeorrrrect lagoon startup procedures
(1.1-Mrnirnum surface area -to -volume ratio
e-14‘nimurn agitation when pumping
() Mechanical aeration
(1 Proven biological additives
Irrigation sprinkler nozzles High pressure agitation
Wind draft
tyarrdgate on dry days with little or no wind
mum recommended operation pressure
Pump intake near lagoon liquid surface
() Pump from second -stage lagoon
AMOC--November 11, 1996

Storage tank or basin
surface
Partial microbial decomposition
Mixing while filling
Agitation when emptying
() Bottom or midlevel loading
() Tank covers
(1 Basin surface mats of solids
(1 Proven biological additives or oxidants
Settling basin surface
Partial micobial decomposition
Mixing while filling
Agitation when emptying
(1 Extend drainpipe outlets underneath liquid
level
(1 Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading
spreader outlets Volatile gas emissions
oil' jection of slurry/sludges
ash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry
or sludge on field surfaces
Volatile gas emissions while drying
( oil infection of slurry/sludges
(+CiLiacorporation within 48 hours
pread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals
Carcass decomposition
yy.PToper disposition of carcasses
Dead animal disposal
pits
Carcass decomposition
(1 Complete covering of carcasses in burial pits
(1 Proper location/construction of disposal pits
Incinerators Incomplete combustion
() Secondary stack burners
Standing water around
facilities
Improper drainage
Microbial decomposition of
organic matter
ode and landscape such that water drains
away from facilities
Manure tracked onto public Poorly maintained access roads 4YFarm access road maintenance
roads from farm access
Additional Information:
Available From:
Swine Manure Management; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assuranc Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO1O7, 1995 Conference Proceedings
NCSU-County Extension Center
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-Swine Extension
NC Pork Produces Assoc
NCSU Agri Communications
Florida Cooperative Extension
The issues checked ( pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
ice tv'"1
(Land }Cvner Signature)
AMOC--November 11, 1996

Donn y Brow.
.NC
�}-r)20%ppi.;
Loaoo.- -1-i49I

Operator: : Danny Brown L1
County: : Duplin
Date: = 04/15/05
Dist.to nearest residence (other than owner): 0 ft.
sows (farrow to finish):=== >
sows (farrow to feeder): eder):=== >
head (finishing only): 2880
sows (farrow to wean): >
head (wean to feeder): 0
Ave. Live Weight for other operations(Ibs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./lb.) > 1.0
25 Year - 24 Hour Rainfall (in.) > 7.5
Rainfall in excess of evaporation (in.) > 7.0
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water (gallons/day) >
Temporary storage period (days) > 180
Freeboard (ft.): > 1.0
Side slopes (inside lagoon): > 3.0 : 1
Inside top length (ft.): > 270.0
Inside top width (ft,): > 300.0
Top of dike elevation (ft.): > 52.5
Bottom of lagoon elevation (ft.): > 40.5
Seasonal high water table(SHWT) elev.(ft.):=> 47.0
Total required volume: - 581623 cu. ft.
Actual design volume: 667194 cu. ft.
Stop pumping el.(> or = to 47.5 ft.SHWT)> 48 8 ft.
(> or = to 46.5 ft.Min.)
Required minimum treatment volume: 388800 cu. ft.
Volume at stop pumping elevation: 469598 cu. ft.
Start pumping elev.: > r'r' 0 ft.
Volume at start pumping elevation: 613679 cu. ft.
Actual volume less 25yr-24hr rain: 616569 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 142198 cu. ft.
Actual volume to(( be pumped:==> 144081 cu. ft.
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Animal waste lagoons are designed with permanent storage
(waste treatment volume) and temporary storage.
The designed 6 month temporary storage is an estimated
volume based on: 1) waste from animals; 2) excess rainfall
after evaporation; and 3) the largest 24 hour (one day)
rainfall that occurs on the average of once every 25 years.
The volume of waste generated from a given number of animals
will be fairly constant throughout the year and from year to
year. The excess rainfall will vary greatly during the year
and from year to year. This estimate is based on 7 inches
of excess rainfall which is equal to or exceeds the highest
6 months excess in a year. The average annual excess
rainfall is approximately 8 inches. Therefore, an average
of 8 inches of excess rainfall will need to be pumped each
year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must
always be available. A maximum elevation is determined in
each design to begin pumping and this is usually the outlet
invert of pipe from building(s). If the outlet pipe is not
installed on the elevation to begin pumping, a permanent
marker must be installed on this elevation to indicate when
pumping should begin. After initial filling of lagoon, a
minimum 6 feet depth must be maintained for anerobic
treatment of waste. An elevation must be established to
stop pumping to maintain the minimum treatment depth.
Pumping can be started or stopped anytime between these two
elevations for operating convenience so long as site
conditions permit (conditions are weather, soil, crop, and
equipment to apply waste to prevent runoff or leaching).
For this lagoon the maximum elevation to begin pumping is
.&L feet and the minimum elevation to pump to is i2.P feet.
The design temporary storage, less 25 year storm, is anti -
cubic feet orrntialio gallons. As stated before, this volume
will vary considerably from year to year.
This lagoon is designed to flush buildings with recycled
lagoon liquid, and fresh water should not be used for
flushing after initial filling.

Danny Brown
Chinquapin, NC
PAGE
TYPE AND SIZE
OF OPERATION
CLASS
DESIGNED BY
DATE
APPROVED PAY
DATE
PERMANENT STORA
2880 Hogs x
4-720
Topping
Iv
B. W. Houston
6/5/91
-9/
135 IGs per hog 1 Cu Ft per It. 388800 Cu Ft
TEMPORARY STORAGE
38 800 IGs of animal x 1.35 cu. ft.
per 1000 IGs of animal wt. x
RAINFALL
7" X
RAINFALL
7.5" X
of waste per day 94478 Cu Ft
180 days
LESS EVAPORATION
81000 sq. ft. surface area per 12"per
- 25 YR. 1 DAY STORM
81000 sq. ft. of
CUT TO FILL RATIO
1.4: 1
ft 47250 Cu Ft
surface area per 12" per ft. 50625 Cu Ft
TOTAL STORAGE NEEDED 581153 Cu Ft
21524 Cu Yds
TOTAL STORAGE AVAILABLE 591240 Cu Ft
21898 Cu Yds
AMOUNT OF FILL DIKE 107979 Cu Ft
PAD 209820 Cu Ft
TOTAL 317799 Cu Ft
SETTLEMENT 10% 31780 Cu Ft
TOTAL AMOUNT OF FILL 349579 Cu Ft
12947 Cu Yds
TOTAL EXCAVATION 493100 Cu Ft
18243 Cu Y d s
Y Sl�ci90 storajt. /irk co MPvtsol ai- la4dovHeri re9v<r7`
Slvalybe. reroved as needy%
No vf'j!l+ic3 Rre. Or4jenr oK he,
co iv: c.�%on J rfie.
f*" See. Iayw* s kat 7Sr' iAireia,.y— ro is
drain
on vro..-i

CONTRACTOR CERTIFICATION OF WASTE TREATMENT LAGOON
for
n
Uane I]r 0.tt0
[ �JQ hereby certify that I have constructed the
(Co for Name
above referenced lagoon�according to the plans and specifications approved by the Soil
Conservation Service. I also certify that I have installed the clay liner or core trench correctly
as specified in the design.
ignature o Contractor Date

Danny Brown
PAGE
OPERATION AND MAINTENANCE
This lagoon is designed for waste treatment with rninirnurn odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions, flushing operations, and
the arnount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal. Irrigation by center pivot, solid set or
traveler is the preferred and most efficient method to dispose of
the effluent from the lagoon. Care should be taken when applying
waste to prevent damage to the crops and to prevent runoff from
the fields.
The following items are to be carried out:
1. Begin pump -out of the lagoon when fluid level reaches invert
of the outlet pipes or at a pre -determined elevation.
2. Stop pump -out before the lagoon depth is less than 6 feet
deep or at a pre -determined depth. (This prevents the loss of
favorable bacteria)
3. The recommended amount to apply per irrigation is one inch,
and maximum recommended application rate is O.5` inch per hour.
4. It is recommended that the treatment lagoon be precharged to
1/2 its capacity to prevent excessive odors during beginning
stages of the operation. Precharging reduces the concentration of
the initial waste entering the lagoon thereby reducing odors.
Solids should be covered with water at all times.
5. Keep vegetation on the embankment and areas around the lagoon
and buildings mowed.
6. Repair any eroded areas and establish in vegetation.
7. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Natural Resources and Community Development (DNRCD), Wastewater
Management Section, has the responsibility for enforcing thi-s
law.
8. All surface water is to be diverted from the lagoon to an
adequate and stable outlet.
CERTIFICATION:
I hereby certify that I understand the operation and maintenance
requirements stated above. Furthermore, I understand how many
acres are required in order to land apply the waste and that
the lagoon may, have to be pumped or more times a year. This
design has been explained to me and -I agree with all provisions'
stated in the design. I also certify that there are no residence
other than mine or my tenants' within 750 feet of this operation.
I understand that compliance with this design DOES NOT prevent
someone from suing ne because of nuisance or other reasons.
Si„natu

SHEET 1 OF
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
130 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each 'design to begin
this and t_s is usually
the outlet invert of pipe(s) from
buiid_ng'( _f tte outlet pipe is no: .__-__led at the elevation to
beg - _ pumping, = permanent marker must he l installed at this elevation
to indicate when pumping should begin. An elevation must be established
tc stop pump- ng to maintain lagoon treatment depth.
Pumping an e started or stepped at any time between these two
elevations for operating convenience as site conditions permit such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 45.5 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 43.3 . This temporary
storage, less 25 yr- 24 hr storm, contains 137683 cubic feet or
1029866 gallons.

SHEET 2 nF 2
4. The recommended maximum amount to apply per irrigaticr. _s
One ;1) inch and the recommended ma:imum application rate _- 0.2
inch per hour. Refer waste utilization plan for further details.
8. Keep vegetation on tie embarkment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is _o be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or withir. 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act cf 1977 prohib' _ ;e discharge of
poiiutan s into waters of the United States. The Department of
Environment, Heal:" and Natural Resources,Division of Environ-
mental Management, • has the responsibility for enforcing th!s law.

Cperatcr:Danny Brown County: Duplin
Distance
ro
Date: 06/22/94
nearest residence (other than owner): (4OG.O feet
1. AVERAGE LIVE WEIGHT (ALW)
sows (farrow to finish) :c 1417 lbs. = 0 lbs
0 sows (farrow to feeder) .. 522 lbs. = 0 lbs
2880 head (finishing only) .. 135 lbs. = 388800 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 288800 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. ALW .: Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 388300 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION Sludge Accumulation Nct Computed At
Owners Request Remcve Sludge
Volume = 0.0 cubic feet As Needed
4. TOTAL DESIGNED VOLUME
Inside top length (feet)
Inside top width (feet)
Top of dike elevation (feet)
Bottom of lagoon elevation (feet)
Freeboard (feet)
Side slopes (inside lagoon)
230.0
220.0
47.2
35.2
1.0
3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 324.0 214.0 11.0
AREA OF TOP
LENGTH * WIDTH =
324.0 214.0
AREA OF BOTTOM
LENGTH * WIDTH
258.0 148.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
291.0 181.0
69336 (AREA OF TOP)
38184 (AREA OF BOTTOM)
210684 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
69336.0 210684.0 ' 38184.0 1.8

TEM=CRAY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length ' Width =
330.0 220.0 72600.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 72260.0 square feet
2esign temporary Storage period to be 190 day:.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.27
Volume = 388800 lbs. ALW/135 lbs. ALW ' 1.37 gal/day 180 days
Volume = 710208 gals. or 94947.6 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
52. Volume of rainfall in excess cf evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
130 days excess rainfall = 7.0 inches
Volume = 7.0 in ' DA / 12 inches per foot
Volume = 42735.0 cubic feet

Volume of -_ .ear - 24 hour storm
Volume =
'.5 inches 12 inches per foot * DA
Volume = 45787.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 94948 cubic feet
58. 0 cubic feet
5C. 42735 cubic feet
5D. 45788 cubic feet
TOTAL 183470 cubic feet
6. SUMMARY
Temporary storage period 120 days
Rainfall in excess of evapc:=_ion , ' 0 in`es 0 -5
—
25 year - 24 hour rainfall ` '5inch s
%
Freeboard > 1 , 0 f ,ctte,.liav-4.
Side slopes ) 3.0 : 1
Inside top length > 330.0 feet
Inside top width > 220,0 feet
Top of dike elevation > 47.2 feet
Bottom of lagoon elevation > 35.2 feet
Total required volume > 572270 cu. ft
Actual design volume > 583374 cu. ft
Seasonal high watertable elevation (SHWT)===> 43.3 feet
Stop pumping elev. > 43.3 feet
Must be > or = to the SHWT elev. > 43.3 feet
Must be > or = to min. req. treatment el.=> 41.2 feet
Required minimum treatment volume > 388800 cu. ft
Volume at stop pumping elevation > 395581 cu. ft
Start pumping elev. 45.5 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 537587 cu. ft.
Volume at start pumping elevation > 535626 cu. ft.
Required volume to be pumped > 137683 cu. ft.
Actual volume planned to be pumped > 140045 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
LES:GNED BY: Lanier & Houston CHECKED BY: %l%* s2i ydBc. 7•/J•4W
DATE: 6-.u- 97
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: M 6 eb,,•t! d Woz L-f Aka PC l 1,J E.D ?Th--*-St..
�i M V n . (1 + . on .4 1M * n Y L. .Y1 .. r.!-. M 4 A XL .A r w .
*
*
*
*
DATE : SCS DOES NOT CERTIFY THAT
EXCAVATION AND FILL
VOLUMES ARE CORRECT

CONTRACTOR CERTIFICATION OF WASTE TREATMENT LAGOON
for
bathos) 13r^ O.t11)
hereby certify that I have constructed the
above referenced lagoon acfording to the plans and specifications approved by the Soil
Conservation Service. I also certify that I have installed the clay liner or core trench correctly
as specified in the design.
gnature of Con
tractor
Date

SHEET 1 OF
SPEC=._CATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The ccmpi_ted excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be Free of material such as sod, roots, frozen soil, stonest'er
inches in d'ameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up :n approximately horizontal layers not to exrsed o
Ached in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE
1.9 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED Cf?'C
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNT7RED DURING CONSTRUCTION. A TY?Ir,AT CROSS SECTION nF THELT 1ER
=5 _-NrLU:...EI __v TtHrc 1E.C.T_rN WHEN !_ IA:_?S_ Apr.. RE_QUT_O_.E_^ yr_ m_.!.E Ct"' C R^_DO_Pm
._
When areas of unsuitable material are encountered, they will be over-
ezcavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CN).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.-

SHEET - OF
Soil Liner material_ shall come from aa approved borrow area. The
minimum water content of the line: material shall be optimum moo=____
_:__tent which :e'etes tc that--ci=t' : content when the soil_ _._ _a ed
._ the hand it willcorma bait which`dces not rea3'_y =eparat=. kneaded
.reel be added __ borrow as ne::oc=_.1 to insure proper moisture conte:_
d-ring .
acement of the _ ne _r. The racist' are content of the liner
_.. _halt act be .esa that. optimum
water content during placement.
The
maximum water _intent relates __ the soil material being tool. wet
___ efficient use of hauling equipment and proper
per compaction. Proper
__ .action cf the ._:e: includea placement in 9 inch lifts and
comp=cted tc at least 9C 2ercent cf the :r.a__'_mum ASTM D698 nry Unit
Weight of the liner material. When smooth or hard, the previous lift
belt1 be scarified and moistened as needed before placement of the ne::t
lift.
The single most important factor affecting the overall compacted perme-
_b__ity of a clay liner, other than the type of clay used for the
liner, is the =ccicient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in a: estab-
lished pattern ^help_ assure uniformity in the while placement and
_impaction _.ec. For most .la_ =�, , _ tamping or sheepsfoot
.r '. is the preferable type of ._,,...tp _.ti' equipment..
The col' liner shall be protected fr:m disch=rge of west cutlet
pipes. This can Se done by using some type of energy dissipator;rock
or _sing flexible cutlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment_ and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas cf the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent veoet_i_i:n should be established as scar.
as possible during the next period of approved seeding dates.
REMOVAL OF EYISTING TILE DRAINS
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compactedswith good material such as
cc r' nr rc7

Do...." emu....
11et 210 red/F.••sk
46••f
44.o
44•I
D'd. 1 Vey 41.2
\
/
\
/
47.1
44.3 _
44.3
Belo.,
Elev. 35.1
4i•6
44•9
IP
9
n
n
4%
i
44.7
�4l�3
i 48'
N
/
\
/ 7 zo'
/Nee
a [le MRS
r--' r--, r-, r--
1 1 1 1 1 1 1
1 1 1 I
1 I 1 1 1
' 1 I 11 I I
I 1 I I 1
L_I_ _
44•3
45.0
43 • I
71o6
5t00
As Sib.,e Oy Aefowr
Need) ; 3o1n IS".o...s.4.d flvVe. ;p.
1 - IS ue#; Jeep colln.
45.6 1 3too
4t eiesf I..` f It I.a51Da�n
r.ene.eMl fro+. w'c. f
14. Same old }:14_ is
f000dL re...toe& f44-
44 A 1 So 1 s:d a o4` ?toa
Ieoons eats:Je Ate ei
d:Iles. see. StS
tpee:Clestl'o., t1
0;01 i:• SCS ate-•-•
4S•5 4S• \ Ifee
4G•S We•S (Mete 4S-1 qt.; eioo

Typical Cross Seel
1-ine 13
So
4s
yo
35'
30
U Per Pod
EL 41.7
2 C. F6}
Sec} 10 n
Ear+k Work Q..api+iey
ER Ca ve+;ors — 1762St.yot
D;kc Fill — 1394 c.yd
Pal I Fill — 5679 cry/
lki i Fill — 1091 cryd
To+al F11 — F/bZc•y✓
Cut/ Fill /latio — 2.2/1.0
J,oVcr Pad 1
Eler. 111.2
Dile tier MCI
IToe W„4tk 10'
ISek;nd Hote
Dike Ele..47.1
iTop Wiak 12'
Teen° Stale EL. 464 ' 113
Rrr. 4+043e Ele 43.3
Ba{lun Elep 3,$g
I 11 fe copes..+el cloy list.
regs irod whir!. u 5.' fable
ens+trills are {ew.d
I \T'
I
I
I
I
I
O+o° I+o0 2400 3t00
4+02
S400 6100
i+0o

: rl
US Department of Agri_-'_`___
Coil _:aservatic: Derr_.=
^SS-SE___^°7 ^yTr.
n ' �•TTT•t r • rw .n .�T (.
prepared for
Danny Brown
County, North Carolina
Designer . Lanier < ____aeon
Date 06/22fl4
TEMP:ATE DATA:
Beginning elevation =
Beginning Station = 0
�TUJ tc 4+ 4
4t74 to 5+ 0
5+50 to 7+76
SECTION NUMBER 1
Centerline Station 0+00
e Fill Quanities
t •• 't
Chi 3C112\3
a/3 11\3
Checker
Date
C.00000 ft/ft
0.01320 ft/ft
0.00000 ft!ft
ORIGINAL DATA:
0.0 / 47.0 100.0 / 47.0 110.0 / 47.0 119.0 / 44.3 200.0 / 44.3
SECTION NUMBER 2
Centerline Station 1+52
ORIGINAL DATA:
0.0 / 44.3 100.0 / 44.0
HECTICN NUMBER 3
Centerline Station ._
_n_.:1NAL DATA:
0.0 / 44.3 100.0 . 44.1
SECTION NUMBER 4
Centerline Station 2+74
ORIGINAL DATA:
0.0 / 44.3 100.0 / 44.3 190.0 / 4.4.3

=ike ._11 Quani:iea
2+74
3.0 . 14.1 130.3 / 44.; 130.) / 45.0
NUMBER
Center--=:e Stat_cn 4+74
v.'.___NA: :TA:
3.0 / 130.0 / 45.- 120.0 / 45.1
SECT_CN JMBER.
Centerline Statior_ 5+86
ORIGINAL DATA:
0.0 / 45.3 10').0 / 43._ _30.0 / 45.4
SECTION NUMBER c
_ent=r ine Sta:__n 6+36
ORIGINAL DATA:
0.0 / 44.7 1)0.0 / 44.3 :00.0 / 45.3
SECTION NUMBER 9
Centerline Station +76
ORIGINAL DATA:
0.0 / 48.0 100.0 / 48.0 200.0 / 48.1
a =
y-
•

Designer
Date
Y}:( L. L F. 4
'_'S Department of Agr4 <-,,' `.
Soil Conservation Sar•;-__
`RCSS 7"TT= CA'
i T!TY 'A' CUTAr"""YS
prepared for
D a n n y B r o w n
ia
Duplin County, North Carolina
Lanier & Houston
06/20/54
Checker
Date
+++++•++t++#r*+*******+*++*+*******+*+*+***+*+**++*+*++
lagoon Eno Quani ` --
-_N_-ATE DATA:
Beginning Elevation = 35.2
L_g'_n::ing Station = 51+.5
31+.5 to 337+.5
SECTION NUMBER 1
Centerline Station
51+.5
c\3c1148/3 0.00000 ft/ft
ORIGINAL DATA:
0.0 / 48.2 100.0 / 44.8 200.0 / 45.3 285.0 / 45.4 10.0 / 48.2
20.0 / 44.8
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 48.2 10.0 / 48.2 100.0 / 44.7 200.0 / 45.3 '80.0 45.1
'1.0 / 44.7
SECTION NUMBER 3
Centerline Staticr. '+00
ORIGINAL DATA:
0.0 / 47.8 10.0 . 47.8 100.0 / 44.4 '00.0 / 44.9 280.0 / 45.0
20.0 / 44.4
SECTION NUMBER 4
Centerline Station 3+00
ORIGINAL DATA:
0.0 / 47.2 10.0 / 47.2 100.0 / 4'4.3 200.0 / 44.3 290.0 / 44.3
1 p n / e n o

_agocn _.._ Quani_ies (continued) 06/22/94
2E2TICN NUMBER T.
Cente:iine Station 337
page 2
ORIGINAL DATA:
0.0 / 46.9 100.0 / 44.2 200.0 / 44.2 290.0 / 44.3 44.2

Sot
Width
.'S Department of Agri:',lture
Soil Conservation Service
PLANNED
'UANTITY CA rr.r aTIDNS
prepared for
Danny B row n
Duplin County, North Carolina
Designer : Lanier & Houstcr.
Date : 06/22/94
Left
SS
Right
SS
Checker
Date
k***++k+**k+l++****4**++++++++++++*a+++*+#++**#*+*#*+*******++*
Off-CL
(ft)
143 3:1 3:1 46.3
:48 3:1 3:1 46.0
148 3:1 3:1 46.0
148 3:1 3:1 46.0
148 3:1 3:1 46.0
Lagoon Quan'- ==
Sta
�1+.F
1+00
2+00
3+00
337+.5
Dist
(ft)
49
100
100
38
++ v.,, .. -DN +*
Are. Volume
(SqF`) (:_,Yds)
1744.3
1731.:
1657.3
1595.7
1575.2
3121.7
9398.1
15423.0
17E25.0
Area
(SgFt)
0.0
0.0
0.0
0.0
0.0
FT, L ++
Volume
(Cu.Yd_)
0.0
n n
0.0
0.0

'JS Department of Ag:izu1tire
Soil Conservation Sar7ioe
PLANNED
QUANTITY CALCULATIONS
L 1 _ _ ♦
prepared for
D a n n y B row n
in
Duplin County, North Carolina
Designer : Lanier Houston
:ate : 06/22/94
Checker
Date
.+++++#+++++++#++++#++++++++++++++++++#+++++++#+++++++++++#++++####++a##+#♦#+++
Left _ 1. _ Right Cff-CL
.- _
�
r 3J t h: nth .CiJ
12 3:_ 2:1 100.0
12 3:1 3:1 50.0
i2 3:1 3:1 60.0
12 3:1 3:1 130.0
12 3:1 3:1 130.0
12 3:1 3:1 130.0
12 3:1 .1 70.0
12 2:1 2:1 70.0
3:1 2:1 70.0
Dike Fill 2u3liti s
CL Di t
Sta ft)
0+00
1+62
1+72
2+74
3+74
4+74
5+26
6+86
7+76
162
10
102
100
100
112
100
90
++ EXCAVAT:IN +#
Ares Volume
3
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
+# rtl' ++
Area Volume
SgFt (Cu.Yds)
0.7
66.0
64.0
60.0
42.3
35.8
60.1
73.9
2.6
227.0
251.0
485.2
674.8
819.3
10'2.2
'_266.4
1393.9

Murphy -Brown, LLC 6/9/2015 P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
County:
Farm Capacity:
Danny C. Brown
Danny Brown Farm
Duplin
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
5,760
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 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 DWQ regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for 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 8

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, ft3, tons, etc.):
Capacity Type Waste Produced per Animal
5760
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
3212 gal/yr
4015 gal/yr
10585 gal/yr
223 gal/yr
838 gal/yr
986 gal/yr
Total
gal/yr
gal/yr
gal/yr
gal/yr
gal/yr
5,679,360 gal/yr
Total
5,679,360 gal/yr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal
5760
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish
3.85 lbs/yr
6.95 Ibs/yr
18.86 Ibs/yr
0.35 Ibs/yr
1.4 Ibs/yr
1.67 lbs/yr
Total
lbs/yr
lbs/yr
lbs/yr
Ibs/yr
Ibs/yr
9,619 Ibs/yr
Total 9,619 Ibstyr
Applying t e 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:
Total N Required 1st Year:
Total N Required 2nd Year:
41.95
12084.285
0
Average Annual Nitrogen Requirement of Crops: 12,084.29
Total Nitrogen Produced by Farm: 9,619.20
Nitrogen Balance for Crops: (2,465.09)
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.
2 of 8

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to lst Crop lst Crop Lbs N/Ac Lbs N Total Ibs N
Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total lbs N
Code Apply Yield lbs N/Unit Residual /Ac Utilized
Total
Lbs N/Ac
Total Ibs N
Utilized
T71808
1
3.57
Rains
C
March -Sept
4.5
43
194
690.795
L
Sept -April
1
50
50
178.5
243.5
869.295
T71808
2
3.91
Rains
C
March -Sept
4.5
43
194
756.585
L
Sept -April
1
50
50
196
243.5
952.085
T71808
3
4.97
Rains
C
March -Sept
4.5
43
194
961.695
L
Sept -April
1
50
50
249
243.5
1210.195
T71808
4
5.74
Rains
C
March -Sept
4.5
43
194
1110.69
L
Sept -April
1
50
50
287
243.5
1397.69
T71808
5
2.15
Goldsboro
C
March -Sept
6.5
46
299
642.85
L
Sept -April
1
50
50
107.5
349
750.35
T71808
7
4.6
Rains
C
March -Sept
4.5
43
194
890.1
L
Sept -April
1
50
50
230
243.5
1120.1
T71808
9
2.32
Goldsboro
C
March -Sept
6.5
46
299
693.68
L
Sept -April
1
50
50
116
349
809.68
T71808
10
2.44
Goldsboro
C
March -Sept
6.5
46
299
729.56
L
Sept -April
1
50
50
122
349
851.56
T71808
11
3.86
Goldsboro
C
March -Sept
6.5
46
299
1154.14
L
Sept -April
1
50
50
193
349
1347.14
T71808
subl
1.83
Goldsboro
C
March -Sept
6.5
46
299
547.17
L
Sept -April
1
50
50
92
349
638.67
T71808
sub2
1.08
Goldsboro
C
March -Sept
6.5
46
299
322.92
L
Sept -April
1
50
50
54
349
376.92
T71808
sub3
1.44
Rains
C
March -Sept
4.5
43
194
278.64
L
Sept -April
1
50
50
72
243.5
350.64
T71808
sub4
4.04
Goldsboro
C
March -Sept
6.5
46
299
1207.96
L
Sept -April
1
50
50
202
349
1409.96
Totals: 41.95 9988.785 2097.5 12084.29
3(a) of 8

Reception Area Specifications
Tract Field Irrigated Soil 1st Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2nd Crop Time to 2nd Crop 2nd Crop Lbs N/Ac Lbs N Total Ibs N Total
Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized Code Apply Yield Ibs N/Unit Residual /Ac Utilized Lbs N/Ae
Total lbs N
Utilized
Totals: 0
0
0 0
3(b) of 8

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 definately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
A
B
C
D
E
F
G
H
1
J
K
L
M
N
0
P
Crop
Barley
Hybrid Bermudagrass - Grazed
Hybrid Bermudagrass - Hay
Corn - Grain
Corn - Silage
Cotton
Fescue - Grazed
Fescue - Hay
Oats
Rye
Small Grain - Grazed
Small Grain - Hay
Grain Sorghum
Wheat
Soybean
Pine Trees
Lbs N utilized / unit yield
1.6 Ibs N / bushel
50 Ibs N / ton
50 Ibs N / ton
1.25 Ibs N / bushel
12 Ibs N / ton
0.12 Ibs N / Ibs lint
50 Ibs N / ton
50 Ibs N / ton
1.3 Ibs N / bushel
2.4 Ibs N / bushel
50 Ibs N / acre
50 Ibs N / acre
2.5 Ibs N / cwt
2.4 Ibs N / bushel
4.0 Ibs N / bushel
40 Ibs N / acre / yr
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 8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/yr/animal Farm Total/yr
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
Wean to Finish 0.306
5760 Feeder to Finish 0.36
2073.6
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 2073.6 pounds of plant available nitrogen per year 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 10368 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 34 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 82.944 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.
5of8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop in/hr * inches
T71808 1 Rains C 0.4 1
T71808 2 Rains C 0.4 1
T71808 3 Rains C 0.4 1
T71808 4 Rains C 0.4 1
T71808 5 Goldsboro C 0.4 1
T71808 7 Rains C 0.4 1
T71808 9 Goldsboro C 0.4 1
T71808 10 Goldsboro C 0.4 1
T71808 11 Goldsboro C 0.4 1
T71808 subl Goldsboro C 0.4 1
T71808 sub2 Goldsboro C 0.4 1
T71808 sub3 Rains C 0.4 1
sub4 Goldsboro C 0.4 1
6 of 8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:
Owner:
Manager:
Owner/Manager Agreement:
Danny Brown Farm
Danny C. Brown
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. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner:
Signature:
Danny Brown
Name of Manager (if different from owner):
Signature:
Date
Date
Name of Technical Specialist: Toni W. King
Affiliation: Murphy -Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
Signature:
Warsaw, NC 28398
Telephone: [phone]
Date
8 of 8

Additional Comments:
Sub Field acres for use with an "Aerway" or "honey wagon".
The acreage used in this NUP, is based on an irrigation design prepared by
Kevin Weston and is a recalculation done due to application land placed into
a conservation easement.
7 of 8

NUTRIENT UTILIZATION PLAN
1
2
3
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.
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
6
7
8
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.
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).
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.
Animal waste shall not be applied to saturated soils, during rainfall events, or when the
1 of 3

NUTRIENT UTILIZATION PLAN
9
REQUIRED SPECIFICATIONS
(continued)
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
12
13
14
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 than 25 feet to perennial waters.
Animal waste shall not be applied closer than 100 feet to wells.
Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
Waste shall be applied in a manner not to reach other property and public right-of-ways.
Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
15 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.
2 of 3

NUTRIENT UTILIZATION PLAN
17
18
REQUIRED SPECIFICATIONS
(continued)
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.
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.
Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
19 basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
Animal waste can be used in a rotation that includes vegetables and other crops for direct
20 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.
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
22 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 soil shall be monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for optimum crop
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 a minimum of five
years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
3 of 3

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
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.
Rendering at a rendering plant licensed under G.S. 106-168.7.
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).
Any method which, in the professional opinionaof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be:done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
(Af1 3--2t y9
Sigteture of Farm Owner/Manager Date
Signature of Technical Specialist Date