310084_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0084 Certificate Of Coverage Number: AWS310084
2. Facility Name: Stewart Stroud Farm 1&2
3. Landowner's Name(same as on the Waste Management Plan): Stewart Stroud
4. Landowner's Mailing Address: 162 Kirb4 (Quinn Rd
City: Kenansville �99-1899 State: NC Zip: 28349-8800
Telephone Number: 910_296-645 E-mail: 55 K.,MJ I_ .� � ���•C O n/1
5. Facility's Physical Address: 1180 E Wards Bridge Rd
City: Kenansville State: NC Zip: 28349
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner): Stewart Stroud
g. Farm Manager's telephone number(include area code): -a:a"ter,?- 91 d
9. Integrator's Name(if there is not an Integrator write"None"): sr"i-w1 O'
S-T-Eoiki 5tl*ub
10. Operator Name(OIC): -E Phone No.: -9, OIC#: -3;385-
10- �730
9 �89-t89q 6
11. Lessee's Name(if there is not a Lessee,write"None"): !V o NE
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 4,896
Operation Tvves:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultn
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.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity
Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
2587 I A ,5.7 3 5.7 65,340.00 19.50
4113 919 a r I Av 5 z 993a 78,408.00 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(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 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: Sawmcr sno to Title: p W ty F_4 c o LAC A'70 It,
ir
Signature: Date: -3 /.S:/9
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COWLETED 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

ROY COOPER '
Governor �C141V..�lhtCDE
MICHAEL S.REGAN w•
LINDA CULPEPPER NORTH CAROLINA APR 1 ?019
8irmor a cnvirunmentalQrrallty
W terQuality
February 27,2019 R10p6ra#0ft$SXft
Stewart Stroud
Stewart Stroud Farm 1&2
162 Kirby Quinn Rd
Kenansville,NC 28349-8800
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, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at https://deq.nc.gov/about/divisions/water-resources/water-qualiiN-re,io€ nal-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure Your continued coverage under the State Non-Discharge General Permits, you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non-Discharge General Permit." The application form must be completed. signed and returned by April 3, 2019.
Please note that you must include one (1) cony of the Certified Animal Waste Manasement Plan lCAWMPI 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 NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
A Aot;' -�
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section
Duplin County Soil and Wate ation-D*trict
AFOG Section Central File -A�JS310084
Mumhv-Brown LLC
1%z-n h CA toim aDeponmertoiEr:h,;c;-nE-.,e'Quality I Wids+onof Water Resources
512 N_Salisbury SL 1 1636 Mail Service Center I Rale.e,North Caroline 27699-i63$
i.Eflp- .9 9i9.Ti77.9D7ti7
N
it
1

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

Dry Manure Handling Accumulations of animal ()Remove spillage on a routine basis(e.g.7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter)where manure is loaded for land application
or disposal.
(}Provide for adequate drainage around manure stockpiles
()Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked { ) 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.
4�(L downer Signature)
J
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AM IC-- November 11, 1996
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor
Site Specific Practices
Farmstead Swine production
( Vegetative or wooded buffers:
Recommended best management
practices;
�AGood judgment and common sense
Animal body Dirty manure KDry floors
surfaces covered animals
Floor surfaces Wet manure-covered )Slotted floors;
floors )Waterers located over slotted floors;
4Feeders at high end of solid floors;
( )Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine p
pits (IFrequent manure removal by flush,pit
recharge or scrape
Partial microbial (decomposition )Underfloor ventilation
Ventilation Volatile gases AVFan maintenance;
exhaust fans Dust
(KEfFicient air movement
Indoor surfaces Dust (-4Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
(X)Feed delivery downspout extenders to
feeder covers
Flush Tanks Agitation of recycled( )Flush tank covers
lagoon liquid while tanks ( )Extend fill lines to near bottom of tanks
are filling with anti-siphon vents
Flush alleys Agitation during waste )Underfloor
nderfloor flush with underfloor
water conveyance ventilation
Pit recharge Agitation of recycled()Extend recharge lines to near bottom of
points lagoon liquid while pits pits with anti-siphon vents
are filling
Lift stations Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain Agitation during waste ( )Box Covers
collection or water conveyance
junction boxes
End of drain Agitation during waste ( )Extend discharge point of pipes
pipes at lagoon water underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions bRroper lagoon liquid capacity
Biological mixing ()-C)Correct lagoon startup procedures
Agitation (XMinimum surface area-to-volume ratio
'V-)Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation
nozzles Wind draft (>CTIrrigate on dry days with little or no wind
(�y- Minimum recommended operation pressure
►¢Pump intake near lagoon liquid surface
( )Pump from second-stage lagoon
AMOC--November 11,1996
12

Storage tank or Partial microbial ( )Bottom or midlevel loading
basin surface decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants'
Settling basin Partial microbial decom- ( )Extend drainpipe outlets underneath liquid
surface position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure,slurry or Agitation when spreading ( )Soil injection of slurry/sludges
sludge spreader Volatile gas emissions ( )Wash residual manure from spreader after use
outlets ( )Proven biological additives or oxidants
Dead animals Carcass decomposition ('Proper disposition of carcasses
Dead animal Carcass decomposition ( )Complete covering of carcasses in burial pits
disposal pits ( )Proper location/construction of disposal pits
Incinerators incomplete combustion ( )Secondary stack burners
Standing water improper drainage KFarm access road maintenance
around facilities Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access arm access road maintenance
onto public roads roads
from farm access
Additional Information: Available From:
Swine Manure Management 0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies,EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge--Lagoon Treatment:EBAE 1 28-88NCSU-BAE
Swine Production Facility Manure Management:U nderfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies;PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner/ integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been
reviewed with me. �\
a owner Signature)
RMOV DIMCDEOJOR
APR 10 200
wow Quarity
RegiOWt Opera�io>ns Section
13

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 beat least one foot above the seasonal
high water table.Attach burial location map and plan.
a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
r% 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).
a 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.
�tA- — 3/fs-/ /.7
Signature of Farm Owner/Manager Date
GLVW_4�,� d--tuim"_ 3-2(o -/ C)
Signature of Technical Specialist Date

EMERGENCY QC IT EOM PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY(DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT SWCD
NATURAL-RESOURCES CONSERVATION SERVICE (RCS)
COOPERATIVE EXTENSION SERVICE (CES) ��(n-�1 t7
-LfZol�(B�oZ lip
_ 3
This plan will be implemented in the event that wastes from Your
overflowing or running off site. You should not wait until wastes reach
leave your property to consider that you have a problem. y r operation are leaking,
to ensure that this does not ha surface waters or
You should make every effort
location for all employees at the facility. The folplowing lan oulds be ome Posted in an accessible
take. are action items you should
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:
b)
a) Add soil to berm to increase elevation of dam.c) Pump wastes to fields at an acceptable rate.d) Stop all flow to the lagoon immediately.
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
a) Stop recycle and sprinklers-action include:
b) Stop irrigation
on pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as
Possible action: Opposed to flowing leaks -
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a
Pump, and pump back to lagoon.
b) If holes are caused by burrowing animals
compact with a clay type soil. , trap or remove animals and fill hole If
s and
Q

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
o 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.)
o Lagoon liquid levels -- high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
(VOTE: 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.
7

c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local MRCS
office for advice/technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: t\n'i +1�e d
b. Contractors Address:
c . Contractors Phone: 10' ' 3 3
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.)
a. Name: NN u124a
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.
9

- �vr4-��
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BEFORE BEGINNING EXCAVATION .
LANDOWNER IS ADVISED TO CONTACT
ULOCO TO ASSURE THAT UNDERGROUND ~l
UTILITIES ARE NOT DESTROYED 1-800- N^ ��
632-4949 i
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ow
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--_�_
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^
Operator: Curtis Stroud County: Duplin Date: 01/06/rRa
Distance to nearest residence (other than owner) : 1000. 0 feet
1 . STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
2448 head (finishing only) x 135 lbs. = 330480 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0head (wean to feeder} x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 330480 lbs
Z. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 330480 lbs. SSLW x Treatment Volume (CF) /lb. SSLW
Treatment Volume (CF) /lb. SSLW:.-.:: 1 CF/lb. SSLW
Volume = 330480 cubic feet
S. STORAGE VOLUME FEN? SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
t. TOTAL DESIGNV[8j)ME
Inside top length 350.0 feet ; Inside top width 202. 5 feet
Top of dike at elevation 49. 5 feet
Freeboard 1 . 5 feet ; Side slopes 3. 0 : 1 ( Inside lagoon)
Total design lagoon liquid level at elevation 48. 0 feet
Bottom of lagoon elevation ' 37. 5 feet
Seasonal high water table elevation 41 . 5 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LEN8TH WIDTH DEPTH
3. 0 3. 0 3. 0 3. 0 341 . 0 193. 5 10. 5
AREA OF TOP
LENGTH * WIDTH =
341 . 0 193. 5 65983. 5 (AREA OF TOP)
AREA OF BOTTOM
LENGTH is WIDTH =
278. 0 130. 5 36279. 0 (AREA OF BOTTOM,,
AREA OF MIDSECTION
LENGTH * WIDTH * 4
309. 5 162. 0 200556. 0 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
65983. 5 200556. 0 36279. 0 1 . 8
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 529932 CU. FT.

�. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
' 350. 0 202. 5 70875. 0 square feet
Buildings (roof and lot water)
Length * Width =
0. 0 0. 0 0. 0 square feet
TOTAL DA 70875. 0 square feet
Dmsign temporary storage period to be 180 days.
�A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0. 00136
Volume = 330480 Lbs. SSLW * CF of Waste/Lb. /Day * 180 days
Volume = 80705 cubic feet
iB. 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
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 41343. 8 cubic feet

5D. Volume of 25 year _ 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 44296, 9 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 80705 cubic feet
5B. 0 cubic feet
50 41344 cubic feet
5D. 44297 cubic feet
TOTAL 166346 cubic feet
,. SUMMARY
Total required volume 496826 cubic feet
Total design volume avail . 529932 cubic feet
Min. req. treatment volume plus sludge accumulation 330480 cubic feet
At elev. 44. 8 feet ; Volume is 334812 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 4E5636 cubic feet
At elev. 47. 3 feet I Volume is 484526 cubic feet (start pumping)
Seasonal high water table elevation 41 . 5 feet
^�u�
. DESIGNED BY: �� APPROVED BY: �]�. �� �~
- ^ --- . ~`' ^ '
mr �
DATE: � /�/��� DATE: 10 /7-1-

OPERATiaN AND MAINTENANCE PLAN
This lagoon is designed for waste treatment with minimum odor
control . The time required for the planned fluid level to be
reached may vary due to soil conditions,flushing operations, and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal . Mqthods of application include solid set ,
center pivot , guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The following items are to be carried out:
X . It is strongly recommended that the treatment lagoon be pre-
rharyed 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.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Beginpump-out of the lagoon when fluid level reaches eleva-
tion 47. 3 as marked by permanent markers. Stop pump-out when
the fluid level reaches elevation 44. 8 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one ( 1 ) inch and the recommended maximum application rate is 0. 4
inch per hour.
5. Keep vegetation on the embankment 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 to be diverted from the lagoon to stable
outlets.
B. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment , Health , and Natural Resources , Division of Environ-
mental Management , has the responsibility for enforcing this law.

.
` SPECIFICATIONS FOR CuNSTRUCTION OF WASTE TREATMOT LAGOONS
.................... ..........________..........__ ..........................................................._____________ ....................................................._
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps End roots exceeding one ( 1 )'
inch in diameter shall be removed to a minimum depth of one ( 1 )
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material "
_ ^)�f AeCd'd
______________
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
........__
Construction of excavated and earthfiIl areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious -materials. Construction of fill heights shall
include ten ( 10) percent for settlement. To protect against seepage,
when areas nF unsuiLable material are encountered, they will need to
be excavated a minimum of une ( 1 ) foot below grade aod backfilled and
compacted with a suitabla material (ie-CL,GC,CH) . Refer to the spi1s
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

.^
SEEDING RECOMMENDATIONS
------------------------
AREA TO BE SEEDED: 3. 0 ACRES
USE THE SEED MIXTURE INDICATED::
0 LBS. FESCUE GRASS @ 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 0)
0 LBS. 'PENSACOLA ' BAHIA GRASS @ 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO JUNE 30
24 LBS. HULLED BERMUDA GRASS @ 8 LBS. /AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
90 LBS. RYE GRAIN @ 30 LBS. /ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS. ________________________________________________
APPLY THE FOLLOWING:
�000 LBS. OF 10-10-10 FERTILIZER ( 1000 LBS. /ACRE)
6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
ALL SURFACE DRAINS BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIKER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.,
1 . PENSACOLA BAHIA8RA3S IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING 8AHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

' .
WASTE UTILIZATION PLAN
Owners name--:name--: Stewart StroudI- /�~+ij Sfew�j County: Duplin
Mail Address-: Kenansville, NC
Type of production unit----: Toppin�
Type of waste facility-----: Anaerobic Lagoon
your animal waste management facility has been designed for a
given storage capacity. When the waste reaches the designed
lcvel ` it must be land applied at a specified rate to prevent
pw1lution of surface and/or ground water . The plant nutrients
in the animal waste should be used to reduce the amount of
commercial fertilizer required for the Erops on 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 and annual soil tests
. are encouraged so that all plant nutrients can be balanced for
r.ca! istic 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. Always apply waste based on the
needs of the crop to be grdwn and the nutrient content of the
waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important th
as, they hive different infiltration
rates and leaching potential . Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
sur+ace waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
.fDr pollution , the waste should be applied to a growing crop or
not more than 30 days prior to planting. Injecting the waste
or disking will conserve nutrients and reduce ,odor problems.
The acrrs needed to apply the animal Waste is based on typical
nutrient content for this type of facility. Acreage
requiremonts may be more or less based on the waste analysis
report from your waste management facility.
The design of your waste management facility is based on the
fu1 !owing:
Azount of Waste Produced Per Year:
4896 animals x 1 . 9 tons wa,ste/animal /yr= 9302 tons
total waste

' . . . '
( '
Page 2
Amount of Plant Available Nitrogen Produced Per Year:
__________________________________________
4896 animals x 2. 30 lbs. N/animal /year = 11261 lbs. /yr
Available N
Applying the above amount of waste is a big job. You should
plan time and have appropriate equipment to apply the waste in
a timely manner . Your facility is designed for 180 days of
storage. Therefore, it will need to be pumped every 6
months.
Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code Per Ac Used Apply
----- ----- ----- ----- ----- ----- ----- ----- ------
1.2C?y0
.,??& I >1 BnB 6 7 Tons 400 9. 1 3640 MAR-AUG
15?45 1& AuB 6 7 Tons 4�""0 14. 4 5760 MAR-AUG
0154 / AuB 6 7 Tons 400 10. 0 4000 MAR-AUG
1024 0 Ra 2 100 Bu. 150 1 . 0 144 MAR-JULY
XAuB 2 100 Bu. l50 3. 5 519 MAR-JULY
3tt8 k' Ra 2 100 Bu. 150 0. 7 109. 5 MAR-JULY
&, AuB 2 100 Bu. 150 4. 6 694. 5 MAR-JULY
--
_____ _____ ------
Total 43. 3 14867
Available Nitrogen 11261
Surplus Or Deficit -3606
Crop codes: 1=Cereal grainl 2=Corn; 3=Fescue; 4=Range Sr. Bermuda
l�
5=ControGrazed Bermuda; 6=Hayland Bermuda
Narrative of Operation:
---------------..... ............--..........
-----------------------------__________________________________
_______________________________________________________________
___ ____________________________________________________________
-- - - ....... .........-.............-.... ---.............. .... .....-............
------------'-'---- -------------
........ __.....__ _ _.......... ......... ..................................... ................ _____.........________ ____________________
.
Call the Soil and Water Conservation District Office after you
receive waste analysis report to obtain thc amount per acre to
apply and the irrigation application rate prior to applying
waste.
Prepaped by: _/�V �_ _________ _�����_-_-__
Name Title Date
Concurred in bys .... ............. _ _________ _______
^� Producer Date
(Copy to producer and copy to case file)

i t 1r��I ','
BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED To CONTAC"r IJLOCO TO ASSURE THAT UNDERGROUND l i
UTILITIES ARE NOT DESTROYED 1--800 r
61;32--4949
1
r
F f nlj9,
IV
.��

.
]perator: Stewart Stroud County: Duplin Date: 12/20/91
)istance to nearest residence (other than owner) : 0. 0 feet
. � STEADY STATE LIVE WEIGHT
D sows (farrow to finish) x 1417 lbs. = 0 lbs
O sows (farrow to feeder) x 522 lbs. = 0 lbs
2448 head (finishing only) x 135 lbs. = 330480 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 330480 lbs
�. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume 330480 lbs. GSLW x Treatment Volume (CF) /lb. GSLW
Treatment VoIume (CF) /lb. SSLW= 1 CF/lb" SSLW
Volume = 330480 cubic feet
�. STORAGE VOLUMI FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
'. TOTAL DE8IGN VOLUME
Inside top length 285. 0 feet ; Inside top width 220. 0 feet
Top of dike at elevation 50. 5 feet
Freeboard 1 . 0 feet ; Side slopes 2. 5 : 1 ( Inside lagoon)
Total design lagoon liquid level at elevation 49. 5 feet
Bottom of lagoon elevation 38. 5 feet
Seasonal high water table elevation 41 . 0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2. 5 2. 5 2. 5 2. 5 280.0 215. 0 11 . 0
AREA OF TOP
LENGTH * WIDTH =
280. 0 215. 0 60200. 0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH is WIDTH =
225. 0 160. 0 36000. 0 (AREA OF BOTTOM)-
AREA OF MIDSECTION
LENGTH * ADTH * 4 \
252. 5 187. 5 189375. 0 (AREA OF MIDSECTION * 4) \
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
60200. 0 189375. 0 36000.0 1 . 8
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 523554 CU. FT.

"
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
285. 0 220. 0 627O0. 0 square feet
Buildings (roof and lc't water)
Length * Width =
0. 0 0. 0 0.0 square feet
TOTAL DA (5.2. square feet
Design temporary storage period to be 180 d�ys.
�A. Volume of waste produced
App�oximate daily production of manure in CF/LB SSLW 0. 00136
Volume = 330480 Lbs. SSLW * CF of Waste/Lb. /Day * 180 days
Volume = 80705 cubic feet
�B. Volume of wash water
This is the amount of fresh wa�er used for washing' f1oors or volume
of fresh water used for a flush system. Flushsystems that recir�ulate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/d�y * 180 days sto�age/7. 48 gallbns
per CF
Volume = 0. 0 cubic feet
�C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7. 0 inches per foot
Volume = 36575. 0 cubic feet
REr
K�� � �M18
�` .` - ��- -
womouslity
Roglomalwpgrgons~~__

. ,
�D. Volume of 25 year - 24 hour storm
Volume = 7. 5 inches / 12 inches per foot * DA
Volume = 39187° 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 80705 cubic feet
5B. 0 cubic feet
5C. 36575 cubic feet
5D. 3918B cubic feet
TOTAL 156468 cubic feet
/. SUMMARY
Total required volume 486948 cubic feet
Total design volume avail . 523554 cubic feet
Min. req. treatment volume plus sludge accumulation 330480 cubic feet
At elev. 46. 1 feet ; Volume is 332852 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 484367 cubic feet
At elev. 48. 8 feet y Volume is 482018 cubic feet (start pumping)
Seasonal high water table elevation 41 . 0 feet
��
. DESIGNED BY: '� �� '�ow*�� APPROVED BY: ~
~`z ;--��1
p�/ `
�
DATE: /// /�2` DATE: �
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

. .
OPERATlON AND MAINTENANCE PLAN
_....... ..........___.......... ... ...
This lagoon is designed for waste treatment with minimum odor
control . The time required for the planned fluid level to be
reached may vary due to soil conditions,flushing operations , and
the amount of fresh water
water added to the system.
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 runoff from the field or damage
to crops.
The following items are do be carried out:
1 . It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent exressive odors during
start-up. Pre-charging reduces the concentration of Lhe initial
waste entaring the lagoon thereby reducing odors. Solids should be
covered with effluent at all timas.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump-out of the lagoon when fluid leval reaches eleva-
tion 48. 8 as marked by permanent markers. Stop pump-out whon
the fluid level reaches elevation 46. 1 or before fluid depth i�
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The r!acoMmended maximum amount to apply per irrigation is
one < 1 > inch and the recommended maximum application rate is 0. 4
inch per hour.
5. Keep vegetation on the embankment and armas adjacent to the
lagoon mowed annually. Vegetation should be fortilized 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 to be diverted from the lagoon to stable
out1ets.
B. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment , Health , and Natural Resources , Division of Environ-
mental Managmment , has the responsibility for enforcing this law.

^
'
. .
SPECIFICATIONS FOR CONGTRUCTION OF WASTE TREATMENT LAGOONS
�.....�..........������ ................................. ........�...............................................��.........��........ .............. ����������
Clearing:
_............................
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one ( ! ,'-
inch in diameter shall be removed to a minimum depth of one ( 1 )
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
e.mbaqk!nqnt material .
_______________ ^«�^��^�
A cut-off trench (when specified) shall be installed as shown in
the plans.
Cnnstruction:
-----------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SOS. Earthfill shall not be placed
in standing water and reasonable compaction of the fillm shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten ( 10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encouotered , they will need to
be excav*ted a minimum of one ( 1 ) foot below grade and backfillud and
compacted with a suitable material He-CL,SC,CH) . Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
_..................______
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.
`

. . ,
SEEDING RECOMMENDATIONS
_... .....______...............__....._
AREA TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS @ 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
O LBS. 'PENSACOLA ' BAHIA GRASS @ 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO JUNE 30
24 LBS. HULLED BERMUDA GRASS @ 8 LBS. /AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
90 LBS. RYE GRAIN it 30 LBS. /ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBG. --------------------------------------------
APPLY
THE FOLLOWING:
3000 LB8. OF 10-10-10 FERTILIZER ( 1000 LBS. /ACRE)
6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAP�,i.`.
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SE�DBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1 . PENGACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

. . . .
WASTE UTILIZATION PLAN
.............. ____________..............
Owners name--: Stewart Stroud6- C~+;j %fv=~~y County: Duplin
Mail Address-xKenansville, NC
Type of production unit----: Topping
Type of waste facility-----: Anaerobic Lagoon
Your animal waste management facility has been designed for a
given storage capacity. When the waste reaches the designed
level , it must be land applied at a specified rate to prevent
pollution of surface and/or ground water. The plant nutrients
in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops on 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 and annual soil tests
are 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 plah in order to maximize the fertilizer value of
the waste and to ensure that it is applied in an
environmentally safe manner. 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.
Soil types are important as they have different infiltration
rates and leaching potential . Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution , the waste should be applied to a growing crop a!-
not more than 30 days prior to planting. Injecting the waste
or disking will conserve nutrients and reduce odor problems.
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Acreage
requirements may be more or less based on the waste analysis
report from your waste management facility.
The design of your waste management facility is based on the
following:
Amount of Waste Produced Per Year:
.............. .......................................�_ ................ ......................
4896 animals x 1 . 9 tons waste/animal /yr= 9302 tons
total waste

' .
. `
. . .
' Page 2
Amount of Plant Available Nitrogen Produced Per Year :
__........................................................................ ........................_.............._............... ................._.............._.........._.......... ..._..... ...
4896 animals x 2. 30 lbs. N/animal /year = 11261 lbs. /yr
Available N
Applying the above amount of waste is a big Job. You should
plan time and have appropriate equipment to apply the waste in
a timely manner. Your facility is designed for 180 days of
storage. Therefore, it will need to be pumped every 6
months.
Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code Per Ac. Used Apply
_____ _____
3326 11 BnB 6 7 Tons 400 9. 1 3640 MAR-AUB
3326 10 AuB 6 7 Tohs 400 14. 4 5760 MAR-AUG
3326 9 AuB 6 7 Tons 400 10. 0 4000 MAR-AUG
3326 8 Ra 2 100 Bu. 150 1 . 0 144 MAR-JULY
3326 7 AuB 2 100 Bu. 150 3. 5 519 MAR-JULY
3326 6 Ra 2 100 Bu. 150 0. 7 109. 5 MAR-JULY
3326 5 AuB 2 100 Bu. 150 4. 6 694. 5 MAR-JULY
Total 43. 3 14867
Available Nitrogen 11261
Surplus Or Deficit -3606
Crop codes: 1=Cereal grain; 2-Corn; 3=Fescue; 4=Range Or. Bermuda
5=Control Grazed Bermuda; 6=Hayland Bermuda
Narrative of Operation:
____......... .................................... ____
�������������������������������������--------------------
�����������------------------------------------------------------
.
_..............._.............._.................._ ...................... ..................................................................................................................................._.................. ................
_______
_............. ..........__.................................... ..................... ___............._.....______________________________
_______________________________________________________________
Call the Soil and Water Conservation District Office after you
receive waste analysis report to obtain the amount per acre to
apply and the irrigation application rate prior to applying
waste.
Prepared by: ___________________________ ____________
Name Title Date
Concurred in by: ........................... ..............................
_
Producer Date
~
(Copy to producer and copy to case file)

.System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for .drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystal 1 ization'of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, .collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent.is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1

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

Lagoon surface -- loots for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or"jug" holes
2. side.slope stability-- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps --check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
(VOTE: 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.
o Surface water diversion features are designed to carry a0 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
3

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the 'lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic. check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0-
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4

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

r '
proper lagoon sizing,
mechanical solids separation of flushed waste,
o gravity settling of flushed waste solids in an appropriately designed basin, or
o minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
o have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
® Hire a custom applicator.
o 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-
6

PRODUCER: Curtis and Stewart Stroud
LOCATION: 953 E. Wards Bridge Rd.
Kenansville, NC 28349
TELEPHONE: [phone]
TYPE OPERATION: Feeder- Finish
NUMBER OF ANIMALS:- 4896
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface 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. 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. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. 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 DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
21-1.0217 adopted by the Environmental Management Commission.
Pagel

�saWAS1L- UTI LIZTIO NPLAN s :,
Amount of Waste Produced Per Year(gallons.ft,tons, etc.)
4896 animals X 1_. (tons)waste/animal/year= 9,302.4 (tons)waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
4896 animals X 1.63 lbs. PAN/animal/year= 8,000.0 lbs. PAN/year. (PAN from N.C.
Guide Std. 633) Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field- Soil . Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
T72010 1 AuB Bermuda(H) 275 9.14 2513.5 March -Sept.
T72010 2 BnB Bermuda(G) 190 6.06 1151.4 March -Sept.
T72010 3 AuB Bermuda G 235 8.83 2075.05 March -Sept.
T72010 4 AuB Bermuda(H) 275 1.41 387.75 March -Sept.
T72010 6 AuB Bermuda(H) 275 2.23 613.25 March - Sept.
T72010 1-6 NA Small Grain(G) 50 27.67 1384 Sept. -April
Total 27.67 8,124.95
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation
NOTE: The applicator is cautioned that P and K may. be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

x-t
`EIITIITIO- =P3LAN
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land[see
Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre* Utilized Application.
Total -
` See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 27:67 8,124.95
Table 2
Total 27.67 8,124.95
Amount of N Produced 8,000.00
Surplus or Deficit 124.95)
NOTE: 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 nutrient or other elements.
Page 3

-- -�—
wr
,� s rI�VSTU,T�LIiZ�.4TIUNP� NNTLx
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (IniHr) Amount (In.)
2 BnB Bermuda 0.6 0.75
1,3,4,E AuB Bermuda 0.6 0.75
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for M days of temporary storage and the temporary storage
must be removed on the average of once every S MONTHS. In no instance should the volume
of waste being stored in your structure exceed Elevation *see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or
Soil and Water Conservation District office after you receive the waste analysis report for
assistance in determining the amount per acre to apply and the proper application rate prior to
applying the waste.
Narrative of operation:
Acres shown are covered with a hardhose traveller. PAN production shown in the plan is based
on actual pumping records produced by the farm. Fields designated as (G)ma be grazed.
Fields shown as (H) should be hayed only.
All small grain may be grazed.
Page 4

BROAMTK-
Pu
REQUIRED SPECIFICATIONS
1 Animal waste shall not reach surface' waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of waste, he/she shall provide a copy of
an agreement with a landowner who is within a reasonable proximity, allowing him/her the
use of the land for waste application. It is the responsibility of the owner of the facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed,the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application for other
nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year. Waste
may be applied to land that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when-there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland,
the waste may be broadcast provided the application does not occur during a season
prone to flooding. (See"Weather and Climate in North Carolina"for guidance.)
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate 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 or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

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REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste
shall not be applied more than 30 days prior to planting of the crop or forages breaking
dormancy.
11 Any new swine facility sited on or after October 1, 1995 shall comply with the following:
The outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
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.
15 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 wetlands
provided they have been approved as a land application site by a 'technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that courses 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.
Page

VAS L-UrTI' '. 31 N�'TLAiN
REQUIRED SPECIFICATIONS
(continued)
17 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.
18 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.
19 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 propellant with no further applications animal waste
during the crop season.
20 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.
21 Waste shall be tested within 69 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate-determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina regulations.
APR 10 2019
IWOIoseam
Page 7

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AS�TEY1�17CTI�O�VPN, ;4 1
WASTE UTILIZATION PLANIAGREEMENT
Name of Farm: Curtis and Stewart Stroud
Owner/Manager Agreement
(we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to.be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on-site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner:
(Please print)
Signature: Gcc Date:
Name of Manager(If different from owner):
Signature: Date:
Name of Technical Specialist: (Please print) Kraig A. Westerbeek
Affiliation: Murphy Family Farms
Address (Agency): P.O. Box 759
Rose Hill, NC 2 458
Signature: Date:
Page 8

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Soil-'CoNSEIL..AT 10r-IISERIV?CE SCS-CPA-16
COINS-El';VATION PLAN jMAp
oil
Approximate. ac,
P!4;
Cooperating '�;.'ith
—Conservation District
Plan identification IMVP
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SOIL MAP
Operator
Cc un State
-o Approximate scale L.E.-coo'
Soil survey sheett c..$) or de nos. 2
ulture, Soil C-onservation Service cooperating
Prepared by U. S. Department of Aar;-C.
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-Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Curtis & Stewart Stroud County: Duplin
Address: 961 E.Wards Bridge Rd.
Kenansville, NC Date: 5/16/00
Telephone: [phone]G6
2q6- dsi -'
Table 1 -Field Specifications 29(a-
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slope % Crop(s) (In/hr) (inches) Comments
1 9.14 AuB <5 Bermuda 0.6 0.75 Pulls 1,2
2 6.06 BnB <5 Bermuda 0.6 0.75 Pulls 3,4,5
3 8.83 AuB <5 Bermuda 0.6 0.75 Pulls 6-9
4 1.41 AuB <5 Bermuda 0.6 0.75 Pull10
6 2.23 AuB I <5 Bermuda 0.6 0.75 Pulls 11,12
27.67

Sheet2
TABLE 2 -Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" Hard hose Traveller
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Are
Hydrant No. Ift/min (in/hr.) Width(ft.) Len th(ft) feet Inches at Gun(psi) at reel(psi) Pattern Comments-Acres per pull
F2,H3 1.95 0.37 300 1.08 60 95 330 1.31
F2,H4 2.34 0.5 220 640 300 1.08 60 95 220 3.95
F2,H5 3.89 0.61 135 60 300 1.08 60 95 180 0.80
F3,H9 2.34 0.5 140 50 300 1.08 60 95 220 0.84
F3,H8 1.95 0.37 270 470 300 1.08 60 95 220 3.57
F3,H6 1.95 0.37 260 500 300 1.08 60 95 330 3.48
F3,H7 1.95 0.37 220 300 1.08 60 95 330 0.94
F1,H2 2.34 0.5 220 620 300 1.08 60 95 220 4.44
F1,H1 1.95 0.37 250 590 300 1.08 60 95 330 4.70
F4,H10 2.34 0.5 170 120 300 1.08 60 95 220 1.41
F6,H11 3.89 0.61 150 110 300 1.08 60 95 180 0.84
F6,H12 2.34 0.5 180 160 300 1.08 60 95 220 1.39
TOTAL= 27.67

Sheet4
TABLE 4- Irrigation System Specifications
Traveling Solid Set
J Irrigation Gun Irrigation
Flow Rate of Sprinkler(gpm) 182
Operating Pressure at Pump (psi) 116.4
Design Precipitation Rate (in/hr) 0.31
Hose Length (feet) 1000 xxxxx xx
Type of Speed Compensation Mechanical xxxxx xx
Pump Type (PTO, Engine, Electric) Engine
Pump Power Requirement(hp) 24.7
TABLE 5-Thrust Block Specifications
THRUST BLOCK
LOCATION AREA(sq.ft.)
90 degree bend 4.94
Dead End 3.5
Tee 2.45
Gate Valve 3.5
45 degree bend 2.66
Pagel

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerb.eek
Company: Murphy Farms
Address: PO Box 759 Rose Hill, NC
Phone: [phone] ext. 4556
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations,pipelines,thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump,traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25'or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This system is designed based on 'wetted'acres. Grower is currently using above ground aluminum pipe
for irrigation conveyence. This design allows for an underground system as shown.
The grower is familiar with the operation of the equipment specified. As shown in the drawing, most pulls
require a change in arc setting during operation. The operator must make these changes in arc angle to effectively
wet the area shown.

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size: 1.08 inches
Sprinkler Pressure: 60 psi
Flowrate(GPM): 182 gpm
Wetted Diameter: 300 feet
Lane Spacings
Desired Spacing (%): 70 %
Design Spacing(feet): 210 *PVC irrigation pipe normally comes in 20'pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 200 feet
Actual Spacing (%): 67 %
Application Rate
Application Rate = (96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate = 0.31 in/hr
300 degree arc= 0.37 in/hr
220 degree arc= 0.50 in/hr
180 degree arc= 0.61 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app. (in.)= 0.75 inches
300 degree arc= 1.95 ft/min
220 degree arc= 2.34 ft/min
180 degree arc= 3.89 ft/min
Mainline Velocity
Velocity= .408 x Flowrate/pipe diameter squared feet/sec."
'For buried pipelines, velocity should be below 5 feet per second
I
Pipe size: 4 inches
Velocity= 4.64 ft/sec.
Page 1

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: 11
Total distance: 1800 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 1.75 feet/100 feet
Max. Mainline Loss = 31.5 feet or 13.6 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through.traveller: 35 psi
Elevation head: 0 psi
Mainline loss: 13.6 psi
Suction head and lift: 2.2 psi
5%fitting loss: 5.5 psi
TOTAL(TDH) = 116.4 psi or 268.8 feet
Horsepower Required
Horsepower= Flowrate x TDH(feet)/3960/Pump effeciency
Pump Description: Berkeley B3JQBM
Pump Efficiency: 50 %
Horsepower Required: 24.7 Hp
Thrust Blocking
Thrust Block Area =Thrust/Soil Bearing Strength
Thrust: 4200 feet
Soil Bearing Strength: 1200 feet
End Cap: 3.5 ft2
90 degree elbow: 4.9 ft2
Tee: 2.5 ft2
45 degree elbow: 2.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 116.4 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet7
NPSHA: '14
NPSHR: 7 *from pump curve
If NPSHA>NPSHR OK
Page 3

WASTE PLAN ADDENDUM
Curtis & Stewart Stroud Farm
Fac 31 -84
Rend #3
Pull #13 - 3 .97Ac
Pull #14 - 2.89Ac
Crops Application Period Rate/Amount
Summer Annual @110Lbs N/Ac 3/15 thru 8/31 0.5in/l.0in
Winter Annual @100Lbs N/Ac 8/1 thru 4/30 0.5in/1.Oin
Corn @ 85Lbs N/Ac 3/1 thru 6/30 0.5in/1.Oin
Soybeans@ 120Lbs N/Ac 4/1 thru 9/30 0.5in/l.0in
Based on WUP written by Mr. Craig Westerbeek(see Attached)the above listed pulls are
not needed to meet the nutrient needs for this farm. They may be pumped on as agreed
upon by landowners(SEE ATTACHED LETTER).
See above listed Crops,PAN Amounts and Pumping Dates for Tract 4204.
Technical Specialist Landowner/Operator
' �
U
Billy W. Houston
Duplin Soil&Water
Date: j f,fig I 0 Date:

Acreage Determination Procedures
Ste,Nater Application Equipment
Pard Hose Traveling Gain System
FIEF® DATA IMORKSHEEV �
1. lvfake and model number 96G a+ nu?
2. Hose length jF0 [feet] and hose inside diameter (ID) J-D [inch]
3. Gun make and model number A&Lr0A S 0
4. Gun nozzle size J.gY [inch], ring orifice, taper bore orifice
S. Gun arc angle l f!:b [degrees]
6. Travel lane spacing [feet]. Indicate whether c�uniforrn or random.Dumber of exterior hydrants Number of interior hydrants
feet measured or _ r based on � r- �w�5h
7. Gun wetted diameter_ 0 [feet].
- 8. Gun pressure [psi] observed at corking gauge,
determined from gun charts, calculated (show calculations)
**9. Operating pressure at hose reel [psi]: observed at working gauge or
provided by owner.
**Io. Supply line size [inch] (from pump to last hydrant)
**11. Supply line length feet (maximum pumping distance)
**12. Supply line type PVC or aluminum
**13. Pump make and model number
**14. Pump capacity [gPm]
**15. Engine make and model number
t ' or
**16. Electric motor horsepower and rpm [hp] [rpm]
Note: It is strongly recommended that you field determine wetted diameter and operating
pressure at the reel and gun.
Locate each hydrant on a.copy of the map. Indicate the start and stop of the sprinkler cart
for each travel lane and show the distance traveled. Show the location of the supply line.
Irrigated acres are determined by the travel lane.
Optional data, furnish where possible.
� I.
*** Information furnished by
li
I and,lor
Si atur f technical s ecialist
4atuXe4_,_f o,'ner or facitin representative p
�ll
Cv it L w. o��toA
Printed n me of technical specialist
Printed name of o«•ner or facility representative -
Yi Date J,Sl Date
Only the person or people collecting the data should sign the Field Data Worksheet.
Ii�� i l4

HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose TraveW1 ..g Gun System
1. Farm number (identification) --al "'01N Field number (identification)4,04 -- F�?
2. Irrigation system designation Existing irrigation system _New/expanded irrigation system
3. Number of travel lanes #Interior lanes _# Exterior lanes RY-0 feet] Length of pull(L1)
#Interior lanes # Exterior lanes [feet] Length of pull(L2)
#Interior lanes # Exterior.lanes [feet] Length of pull(L3)
4. Wetted diameter 0%) [feet] from Field Data Worksheet
S. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants Single hydrant _Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, Interior or /3 Exterior (lane/hydrant)
0.46 (a)Acres start end of pull from Table_JIl 6 u Column
J ) (b) Acres middle portion of pull(1,1)
(Pull length_ [feet] X Wetted width [feet]! /43,560
(c) Acres stop end of pull from Table N 6 6 0 Column G
Total acres for travel lane length (U) (Sum: a + b + c)
Travel lane length (L, Interior or 14 Exterior (lane/hydrant)
0, (a) Acres start end of pull from Table IgCID Column Q
.43 (b) Acres middle portion of pull (L2)
(Pull length [feet] X 4Vetted width ID [feet]( / 43,560
(c) Acres stop end of pull from Table NCO — Column e
-!-La Total acres for travel Iane length (1­2) (Sum: a +b + c)
Travel lane length (L, Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L3)
{Pull length [feet] X Wetted width [feet]] / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (L1) X # Lanes
Acres
z (b) Acres per travel lane length (L2) X # Lanes = .acres
(c) Acres per travel lane length (L3) X # Lanes = Acres
Total CA1%NIP wettable acres for field (Sum: 8a + 815 + 8c)
e
Wettable Acre Computational �Vorksheet Completed by: 8 V
Date:
Signature of technical specialist
S'

F
Ste.- rt, Curtis Stroud
Fac 84
Scald Zoo' +1-.
Wetted At,.,ret" Footpt
Newfie,ld
i ■�{
a
1
M1
r

'4 t •SFr:�}},,`,,,; - ,•"�'
Sp
44.
�.� �-' :Rug. •M � �• �',-#!�.�;�,��:..
If 41-4 k'
14'
dim-
u
ks r
1

1 ,
hereby give you, L
(Landowner) (Producer)
permission to pump lagoon effluent from your operation on
acres of my land (see attached map showing the fields(s)
to be used for the waste disposal) . This permission is granted
�s FX I F 6.W nncr� .
CA a Y a J a g e eeda
I have not and will not give permission to anyone else to apply
their poultry litter or lagoon effluent to the fields and tracts
listed below.
Tract(s) Number Field(s) Number
410 Lt J -- 13. 4,44
The effluent is to be applied in a manner that will not cause
problems with the nutrients in the effluent leaching out of the
soil and into ground and surface water (lakes, streams, and
drainage ditches) .
The application of the effluent will be timed in a manner that
will not inconvenience the existing farming operations.
(L owner) (Date)

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