310276_Application_20240321

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2024, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWS310276
2. Facility Name: 3 Kids College Fund
3. Permittee's Name(same as on the Waste Management Plan): Scott H Brown
4. Permittee's Mailing Address: 4495 S NC 50
City: Chinquapin State: NC Zip: 28521
Telephone Number: 910-285-4637 Ext. E-mail: shbrown7l(a)yahoo.com
5. Facility's Physical Address: 372 Gavlor Rd
City: Chinquapin State: NC Zip: 28521
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Scott H.Brown Phone No.: 910-285-4637 OIC#: 17179
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 5,280
Oueration Types:
Swine Cattle Dry Poultry OtherTvnes
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 Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 Lagoon 1/1/1994 Full,clay 530,832.00 65,340.00 19.50
2 Lagoon 1/1/1994 Full,clay 530,832.00 65,340.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
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,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): Cr 'It Title:
Signature: ti Date: 1"
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) t910)395-3900
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (MRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
This pian 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.
a. 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 sidewall of lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
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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 DWD 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:
b. Contractors Address:
c. Contractors Phone: - 910 340-1086
6. Contact the technical specialist who certified the lagoon JNRCS, Consulting
Engineer, etc.)
a. Name: IVA C-5
b. Phone:
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
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CONTRACTOR CERTIFICATION OF WASTE TREATMENT LAGOON
for
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1' e� hereby certifythat I have con
Con actor ame) strutted the
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.
.� LIE)
Signature of o ractor Date
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SC S-EN G-538
Rev. 5-70 U. S- DEPARTME64T OF AGRICULTURE
501L CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME; Q r
DATE — R DISTRICT
S. C. S. PHOTO SHEET NO- , COUNTY 0 I,'ry 1
WORK UNIT' C- I
i WATERSHED AREA MEAS I UTZEldEh'TS
'y CROPLAND ACRES PASTURE
—ACRES
WOODLAND ' ACRES TOTAL_ACRES
POND CLASS
HERE I3
SKLrCH OF PROPOSEWPOND SHOWING W WORK UNIT CONSERVATIONIST'
Locate re%*ence oolnt�R0R� rn and
MADE (Appror.sc4c 1 e
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BORING NUMBER AN [
DE�Fi MaAe and list Cem•sile and to!lhac D PROFILE
4 60r{nOS tir7!-then Oonded ar continued on bo[.t whenf n wand borlvw pit 6artnOf-sex sal. w"h ueTwca!
SCALE Ktffaryl Show wats7 Ip64e elc—,on rrd line.
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SIGNATURE & TITLE C�
B.iy oL< off

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use- one of systems below)
UNIFIED CLASSIFICATION USDA CLASSIFICATION
GW-R'e1.I graded gravels; gravel, sand mix g-gravel _
GP-Poorly graded gravels 5-sand
GA1-Silty gravels; gravel-sand-silt mix vfs-very'fine sand -
}}, GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam
SW-Well graded sands; sand-gravel mix fsl-Mine sandy loani
SP-Poorly graded sands 1-.loam.
SM-Silty sand gl-grave lly.loam
SC-Clayey sands; sand-clay mixtures si-silt
ML-Silts:silty,v.fine sands;sandy orclayey silt sil-silt loam
CL-Clays of low to medium plasticity cl-clay loam
CH-Inorganic clays of high plasticity sicl-silty clay loam
MH-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay
OH-Organic clays, medium to high plasticity 0--clay
1. Suitable material for embank—ent is available Q Yee 0 No -(lnditare w4ere( ran err(h sketch a" /
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si 2 Explain ha—rds requiring special attention in design (Seoam rv,rno,.rouE art J
fJCwc�Ter G{ s /LCGeSSa To r.012A2-rI
GENERAL. REMARKS:
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SOIL CONSERVATION SERviCE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPO
FASED POND SITE
_ I
ZMER'S NAME—iM .`r' n
DATE — k 4 - G DISTRICT
S.C.S. PHOTO SKEET NO. COUNTY
WORK UNIT f
WATERSHED AREA MEASUREkfENTS j
CROPLAND ACRES PASTURE—ACRES
WOODLAND ACRES TOTAL ACRES i
POND CLASS WbRK S UNIT CONSERVATTONISTSKETCH OF PRQPt}SEDPOND$IIO�VING ZYI-IERE BORINGS WERE
Locale rt/<r<nee polo!sn c<rs!<r Un<or dam and ld DE (ApprO� eeel< 1(f'.� fMCI
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SHOW DEPTH Afe4 BORING NUIMER AND PROFILE
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SIGNATURE Gc 7ITL.E— 1
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SG5-ENG-536 •! U. S. DEPARTMENT OF AGRICULTURE
Rev. S->0
SOIL CONSERVATION SERVICE !
'f
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE �
FARMER'S NANIE Mn r inn fro✓�t� S i4-E.2 DISTRICT
DATE 2—15—9 �f COUNTY
S. C. S. 13HOTO SHEET NO. 'A'ORK UNIT
WATERSHED AREA MEASUREMENTS i
I
CROPLAND ACRES PASTURE ACRES ;I
WOODI.AND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 1"= feet) +I!
Locals'reltrence point in cenler line of dam and Identify on sk,tcA,
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DEI'I Ii Ha4e and fill dam-silo and sD!!lway bo
rtnas ary•then panded area and 6vn pit borings•ssaarale with uerifcal r.d line.
(Con H—d on back-A— n.cctseryl SAow -alt tabu a/ewflanS on dam•tife borings.
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Operator :Marion Brow e
County: Duplin Date : 03/10/94
Distance to nearest residence ( other than owner ) : 2000 . 0 feet
1 . AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to- finish) x 1417 lbs . = 0 lbs
0 sows ( farrow to feeder ) x 522 lbs . = 0 lbs
2640 head ( finishing only) x 135 lbs . = 356400 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 = 356400 lbs
,
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 356400 lbs . ALW x Treatment Volume (CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 356400 cubic feet
'J) 3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION -X S(„,�,e .S+oeaje A.+ Co,,p,+,d
�I
Volume = 0 . 0 cubic feet ReyeJfi. f�uc{5c {� be I�e,.,,�t�! Af Nd.0
i
4 . TOTAL DESIGNED VOLUME
Inside top length ( feet ) --------------------- 230 . 0
Inside top width ( feet ) ---------------------- 275 . 0
Top of dike elevation ( feet ) ----------------- 47 . 6
Bottom of lagoon elevation ( feet ) ------------- 34 . 6
Freeboard feet --------------------- 1 . 0
Side slopes ( inside lagoon) ------------------ 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 . 0 224 . 0 269 . 0 12 . 0
AREA OF TOP
LENGTH * WIDTH =
224 . 0 269 . 0 60256 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
152 . 0 197 . 0 29944 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
188 . 0 233 . 0 175216 (AREA OF MIDSECTION * 4 )
CU. FT. _ [AREA TOP + ( 4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike )
Length * Width =
230 . 0 275 . 0 63250 . 0 square feet
Buildings ( roof and lot water )
0 . 0 square feet Describe this area .
TOTAL DA 63250 . 0 square feet
Design temporary storage period to be 180 days .
5A . Volume of waste produced
Feces & urine production in gal . /day per 135 lb. ALW 1 . 37
Volume = 356400 lbs . ALW/135 lbs . ALW * 1 . 37 gal /day 180 days
Volume = 651024 gals . or 87035 . 3 cubic feet
5B . Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0 . 0 gallons/day * 180 days storage/7 . 48 gallons
per CF
Volume = 0 . 0 cubic feet
5C . Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount .
180 days excess rainfall = 7 . 0 inches
Volume = 7 . 0 in * DA / 12 inches per foot
Volume = 36895 . 8 cubic feet

5D. Volume of 25 Year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 39531 . 3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 87035 cubic feet
5B . 0 cubic feet
5C . 36896 cubic feet
5D. 39531 cubic feet
TOTAL 163462 cubic feet
6 . SUMMARY
{ Temporary storage period====================> 180 days
Rainfall in excess of evaporation-==========> 7 , 0 inches
25 year - 24 hour rainfall==================> 7 : 5 nches� I _J
-- ���Freeboard===================--========-=====> 1 0 feet
Side slopes===_________________________ -___=> 3 . 0 : 1
Inside top length===========================> 230 . 0 feet
Inside top 275 . 0 feet
Top of dike elevation=============--------==> 47 . 6 feet
Bottom of lagoon elevation==================> 34 . 6 feet
Total required volume====___________________> 519862 cu . ft .
Actual design volume====================--==> 530832 cu . ft .
Seasonal high watertable elevation ( SHWT) ===> 43 . 4 feet
Stop pumping elev. __________________________> 43 . 5 feet
Must be > or = to the SHWT elev . ====_=====> 43 . 4 feet
Must be > or = to min. req . treatment el . => 40 . 6 feet
Required minimum treatment volume===========> 356400 cu . ft .
Volume at stop pumping elevation===------------> 357894 cu . ft .
$tart pumping elev . ---=___- _________________� 45 . 8 feet
Must be at bottom offreeboard-&-25 yr . rainfall
Actual volume less 25 yr . - 24 hr . rainfall==> 491301 cu . ft .
Volume at start pumping elevation===========> 483568 cu . ft .
Required volume to be pumped================> 123931 cu . ft .
Actual volume planned to be pumped==========> 125674 cu . ft .
Min. thickness of soil liner when required==> 1 . 9 feet
/
7 . DESIGNED BY : &-Al `^ APPROVED BY:W� `•
DATE 3-10-a 4 i DATE :
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS :

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment ( permanent storage ) and
180 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 e::cess
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
pumping and this is usually the outlet invert of pipe( s ) from
building( s ) . If the outlet pipe is not installed at the elevation to
begin pumping , a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped 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
wast@ 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 . 8 as marked by permanent marker . Stop pump-
out when the fluid level reaches elevation 43 . 5 . This temporary
storage , less 25 yr- 24 hr storm, contains 123931 cubic feet or
927005 gallons .

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one ( 1 ) inch and the recommended maximum application rate is 0 . 3
inch per hour . Refer to the waste utilization plan for further details .
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 .
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 within 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 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 .

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 3. 0 ACRES
USE THE SEED MIXTURE INDICATED:
0. 0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE
( BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0. 0 LBS. "PENSACOLA" BAHIA GRASS @ 60 LBS. PER ACRE
(SEE FOOTNOTE NUMBER 1 )
SEEDING DATES: MARCH 15 TO JUNE 30
24. 0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
90. 0 LBS. RYE GRAIN @ 30 LBS. PER ACRE ( NURSERY FOR FESCUE)
0. 0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION )
SEEDING DATES: SEPTEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000 LBS. OF 10-10-10 FERTILIZER ( 1000 LBS. PER ACRE)
6. 0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
300 BALES OF SMALL GRAIN STRAW ( 100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVING IS COMPLETED. APPLY
LIME AND FERTILIZER, 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.
I. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL, BAHIAGRASS IS ESTABLISHED.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
C LEARING:
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 ( 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. Lagoon site (and pad site if
needed) to be stripped of topsoil (3" ) and stockpiled for use on dike
and pad slopes (2-3" ) . The topsoiling quantity is in excess of
amounts specified on page one ( 1 ) .
, Cut-off Trench :
--------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction :
------------
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 SCS. Earthfill shall be placed in
max. of 6" lifts and not placed in standing water. Compaction
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
encountered, they will need to be excavated a minimum of so - (1) foot
below grade and backfilled and compacted with a SCS approved
material ( i. e. -CL, SC, CH) . Refer to the soil 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 according to seeding specifications sheet.

i
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
M a r i c7 xz B r o w ri
in
Duplin County, North Carolina
Designer : Checker _
Date : 02/16/94 , Date
*** ** ** *** *** ** ********* ***** ******** ************** ************************* ***
Site #1 Exc . Profile
TEMPLATE DATA :
Beginning Elevation = 34 . 6
Beginning Station = 0+00
0+00 to 0+00 c\3cll97/3 0 . 00000 ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA :
0 . 0 / 51 . 3 100 . 0 / 50 . 8 200 . 0 / 46 . 1 300 . 0 / 40 . 9 400 . 0 / 36 . 0
500 . 0 / 33 . 4
.1
w

JH-I�H ?�15�88
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
M a 1' i o n E3 r- cD w r-i
in
Duplin County, North Carolina
Designer Checker
Date 02/16/94 Date
Site #1 Excavation
TEMPLATE DATA :
Beginning Elevation = 34 . 6
Beginning Station = 94+ . 5
h 94+ . 5 to 94+ . 5 c\3161cl133 . 2/3 . 19 0 , 00000 ft/ft
94+ . 5 to 1+00 c\3161cll31 . 2/3 . 19 0 . 00000 ft/ft
1+00 to 2+00 c\3161c194 . 8/3 . 19 0 . 00000 ft/ft
�y 2+00 to 3+00 c\3161c158 . 4/3 . 19 0 . 00000 ft/ft
u 3+00 to 323+ . 2 c\3161c150/3 . 19 0 . 00000 ft/ft
SECTION NUMBER 1
Centerline Station 94+ . 5
f ORIGINAL DATA:
0 . 0 / 50 . 3 100 . 0 / 53 . 0 200 . 0 / 50 . 8 300 . 0 / 47 . 9 400 . 0 / 45 . 8
�1f
•
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0 . 0 / 50 . 3 100 . 0 / 53 . 0 200 . 0 / 50 . 8 300 . 0 / 47 . 9 400 . 0 / 45 . 8
SECTION NUMBER 3
Centerline Station 2+00
ORIGINAL DATA:
0 . 0 / 46 . 0 70 . 0 / 46 . 6 100 . 0 / 45 . 8 200 . 0 / 46 . 1 300 . 0 / 46 . 6
375 . 0 / 40 . 3 400 . 0 / 37 . 9
SECTION NUMBER 4

erator :Marion Brown #2 County : Duplin Date : 03/10/94
Distance to nearest residence (other than owner ) : 2000 . 0 feet
1 . AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish) x 1417 lbs . - 0 lbs
0 sows ( farrow to feeder ) x 522 lbs . - 0 lbs
2640 head ( finishing only) x 135 lbs . 356400 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 = 356400 lbs `
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 356400 lbs . ALW x Treatment Volume (CF) /lb. ALW
Treatment Volume (CF) /lb. ALW = 1 CF/lb. ALW
Volume = 356400 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION ,fJ dsp .Stag;.. ,Nc�- Ca"RP' ed Q-f- 44.,4,--V,.
Volume = 0 . 0 cubic feet !?eq,plf, SJ.dje 4, be kom, ,ot of Aopdc%
4 . TOTAL DESIGNED VOLUME
Inside top length ( feet ) --------------------- 230 . 0
Inside top width ( feet ) ---------------------- 275 . 0
Top of dike elevation ( feet ) ----------------- 46 . 5
Bottom of lagoon elevation ( feet ) ------------ 33 . 5
Freeboard ( feet ) ----------------------------- 1 . 0
Side slopes ( inside lagoon) ------------------- 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 . 0 224 . 0 269 . 0 12 . 0
AREA OF TOP
LENGTH * WIDTH =
224 . 0 269 . 0 60256 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
152 . 0 197 . 0 29944 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
188 . 0 233 . 0 175216 (AREA OF MIDSECTION 4 )
CU. FT. _ (AREA TOP + W AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
60256 . 0 175216 . 0 29944 . 0 2 . 0

i
RARY STORAGE REQUIRED {�
I
DRAINAGE AREA: f
Lagoon ( top of dike )
Length * Width =
230 . 0 275 . 0 63250 . 0 square feet i
Buildings ( roof and lot water )
0 . 0 square feet Describe this area .
TOTAL DA 63250 . 0 square feet
Design temporary storage period to be
180 days .
A. Volume of waste produced
Feces & urine production in gal . /day per 135 lb. ALW
1 . 37
Volume = 356400 lbs . ALW/135 lbs . ALW * 1 . 37 Volume = 651024 gals . or 87035 . 3 cubic feet gal/day 180 days
3 . 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
Volume = 0 . 0 cubic feet per CF
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 = 36895 . 8 cubic feet

Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 39531 . 3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 87035 cubic feet
52 , 0 cubic feet
5C . 36896 cubic feet
5D . 39531 cubic feet
TOTAL 163462 cubic feet
6 . SUMMARY
Temporary storage period============_===----> 180 days I
Rainfall in excess of evaporation===========> 7 . 0 inches
25 year - 24 hour rainfall===============_==> i'�l
7 5 inches i
feet
Side slopes=====----------------------------? 3 . 0 1
Inside top length============== ===========> 230 . 0 feet
Inside top width____________________________> 275 . 0 feet
Top of dike elevation===========------=--===> 46 . 5 feet
Bottom of lagoon elevation==================> 33 . 5 feet
Total required volume===============---=----> 519862 cu . ft .
Actual design volume===============--=---=-=> 530832 cu . ft .
Seasonal high watertable elevation ( SHWT) ===> 37 . 7 feet
Stop pumping ________> 42 . 4 feet
Must be > or = to the SHWT elev. ==========> 37 . 7 feet
Must be > or = to min. req . treatment el . => 39 . 5 feet
Required minimum treatment volume==-==== _=> 356400 cu . ft .
Volume at stop pumping elevation============> 357894 cu . ft .
Start pumping elev. ====_____________________> 44 . 7 feet
Must be at bottom of freeboard & 25 yr . rainfall
Actual volume less 25 yr . - 24 hr . rainfall==> 491301 cu . ft .
Volume at start pumping elevation===========> 483568 cu . ft .
Required volume to be pumped====--==== =====> 123931 cu . ft .
Actual volume planned to be pumped======_===> 125674 cu . ft .
Min. thickness of soil liner when required==> 1 . 9 feet
7 . DESIGNED BY: APPROVED BY: S
DATE : 1�4 DATE:
NOTE : SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS :

OPERATION-AND-MAINTENANCE-PLAN SHEET 1 OF 2
This lagoon is designed for waste treatment (germane
180 days of temporary storage .
fluid level g The time requiredtforothee) and
due to site conditions, aweatemporary Stara e planned
9 ) to be reached may vary
of fresh water added to the system, shing operations , and the amount
The designed temporary storage consists of 180 da
( 1 ) waste from animals and 2 included is storage { ) excess rainfall afteryevaporation.
Also
The volume of waste for the 25 year - 24 hour storm for the location.
fairly constant throughoutgeneratthefra a given number of
rainfall will vary Year and from animals will be
be a factor to consider in an to year .al The 25 year
to year , but all excess
Pumping cycle, rbutfthiswill not
storage
volume must always be available , gum in
A maximum elevation is determined in each design to
Pumping and this is usually the outlet invert of Pipe(s)ezn
building{s } , If the outlet from
begin pumping, a Pipe is not installed at the elevation to
to indicate when permanent marker must be installed at this elevation
to in Pumping should begin. An elevation must be
P pumping to maintain lagoon treatment depth.
Pumping can be started or established
elevations for stopped at any time between these two +
weather , soils operating convenience as site conditions jj
runoff or oils,leaching.
and equipment in order to permit , such as
apply waste without .
Land application of waste water
method of disposal . is recognize
Methods of application recognized
solidt
as an
center pivot set ,
, guns, and travelin
i
taken when applying waste g gun irrigation. Care should be
to prevent damage to crops
The following items are to be carried out ;
1 It is strongly
charged to 1/2 g Y recommended that the treatment lagoon be
its capacity to prevent excessive odors duringre-
Start-up. Pre-chargingits
waste entering reduces the concentration of
covered with the lagoon
nnt at atlereby reducingthe initial
flush buildings with recycled lagoon Ii odors . Solids should be
When id. Fr rging is complete,
be used for flushing after initial filling. Fresh wafer
should not
2 . The attached waste utilization
an shall
Plan recommends sampling and testing be
waste be followed . This
before land application. (see attachment )
3 . Begin temporary storage pump-out of the lagoon w
reaches the elevation when fluid level
out when the fluid level44 . 7a reaches elevation tby permanent marker .
storage, less 25 yr- 24 hr storm 42 . 4 . Stop pump-
fluid
contains 123931 cubic feet
gallons .

SHEET 2 OF 2
The recommended maximum amount to apply per irrigation is
ne ( 1 ) inch and the recommended maximum application rate is 0 . 3
inch per hour . Refer to the waste utilization plan for further details .
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 .
I
S . 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 within 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 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.

SEEDING RECOMMENDATIONS
---------------- --------
AREA TO BE SEEDED;
3. 0 ACRES
USE THE SEED MIXTURE INDICATED:
0. 0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
( BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS) #
0. 0 LBS. "PENSACOLA' BAHIA GRASS @ 60 LBS. PER ACRE
(SEE FOOTNOTE NUMBER 1 )
SEEDING DATES: MARCH 15 TO JUNE 30
I
24. 0 LBS. ".
HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
90. 0 LBS. RYE GRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE)
0. 0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION )
SEEDING DATES: SEPTEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000 LBS. OF 10-10-10 FERTILIZER ( 1000 LBS. PER ACRE)
f
6. 0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE) '
300 BALES OF SMALL GRAIN STRAW ( 100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING.
SHAPE
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVING IS COMPLETED. APPLY
ALL
LIME AND FERTILIZER, THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
APPLY SEED AND FIRM SEEDBED WITH A CULTIPACHER OR SIMILAR EQUIPMENT.
APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING. SEEDBED.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

f
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
- -------------------------------------------------
CLEARING_
R
All trees and brush shall be removed from before any excavating or fill is started. n area
Stumps will the construction
removed within the area of the fbe
oundation of the embankment and
fill areas and all excavated areas, All stumps and roots exceedingi[
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. Lagoon site (and pad site if I
needed) to be stripped of topsoil
and pad slopes (3" ) and stockpiled for use on dike
(2-3" ) . The topsoiling quantity is in excess of
amounts specified on page one ( 1 ) .
(`Cut-off Trench :
-------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction :
------------
Construction of excavated and earthfill areas shall be performed
to the neat lines and grades as planned. Deviations from this will
require prior approval f
of the SCS. earthfill shall b
e Place
max. of 6" lifts and not placed in standing water. Compactionin
shall be performed by the construction equipment or
during placement. The embankment of the lagoon shallb,be seeps-foot
installedller
using the more ltfipervious materials. Construction of fill
heights shall include ten ( 10) percent for settlement, To
encountered,
Protect against seepage,will when areas of unsuitable materia are
they need to be excavated a minimum of
below grade and backfilled and compacted with a SCS a �� (4.) foot
smateriar ( i. e. -CL, SC, CH) . Refer to the soil investigationpproved
hould tior, in the plans for special considerations. pxecautions
should be taken during construction to prevent excessive erosion
and sedimentation,
Vegetation :
All exposed embankrent and other bare constructed areas shall be
seeded to the planned type of vegetation after construction according to seeding as Boor, as Possiblespecifications sheet.

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
D 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 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.
a 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 opiniontof 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).
aMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMWs to Minimize Odor Site Specific Practices
(Liquid Systemst
Flush Gutters Accumulation of solids ( ash system is designed and operated
Stith only to remove accumulated
Go-ad s fr gutters ae designed.
ova bridging of accumulated scuds at
discharge
Lagoons and Bits Crusted Solids main lagoons,settling basins and
pits where past brooding 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 vsgetative Decaying vsgctaUon 1)Malntaln vegetative control along banks of
Growths laguons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage 1 I Design,operate and maintain feed systems ic.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 Accumulations of feed residues f 1 Reduce moisture accumulation within and around
immediate perimeter of feed storepe areas by
insuring drainage away from site end/or providing
edequate containment le.g.,covered bin for
brewer's grain and similar high moisture grain
products).
I Inspect for and remove or break up accumulated
solids In filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes 1)Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is r6him0l.
1 I Maintain fence rows'and filter strips around animal
holding areas to minitnift accurnulatiens of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
AMIC--Novemher 11, 19136
I'd lddi3020 -OOF EIT ',Ael ?,?-TF-%EOTG : 'ON XUA WOaj

lations of anima!wastes emove spillage on a routine basis(e.g.7-10 day
Dry Manure Handling Aotumu interval during sun"Meri 15-30 days interval during
systems winter) where manure is loaded for larui application
or disposal.
(}Provide for adopuete drainage around manure stockpiles.
(T Inspect for and remove or break up aooumuiatad wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ? pertain to this operation. The iandownerrntegrator agrees to use sound judgment in applying
insect control measures as practical.
t certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner Signature)
(Farm Name)
(Facility Number)
For rnorc Information contact the Cooperative Extension Service,Department of Eatomologyr Box 7613, North Carolina state University, Raleigh,NC
3769 5-7 5 1 3,
AMic-Novctnbcr 11. 1996
WObd
2d Wd6020 Z@0Z SS 'eW EZTE%ZOT6 : 'ON XUA

SWINE FARM WASTE MANAGEMENT 0D05,g_Q_NTR0L CHECKLIST
Source Cause SMP'e to Mirtimire Odor Sita Specific Practices
Farmstead Swine production tive or wooded buffers:
( e-commended best management
practical;
#-i~fMMIudgrnent and common sense
Anima(body surfaces Dirty manure-caverad animals {''")Dry floors
Floor surfaces Wet manure-covered floors fai. otu floors;
t)Watefers located over slotted floors;
()Feeders at high and of solid floors:
scrape manure buildup from floors;
ventFlstion for drying
Manure collection pits Urine manure removal by flush,pit
rachargo,or scrape
Parital micoMiel decomposition (►Underfloor ventilation
ventilation exhaust fine volatile gases; t)Fen rnei enence;
Dust cren[air movement
indoor surfaces Dust wn between groups of animals
(I Feed additives;
()Fooder covers;
(►Feed delivery downspout oxtendors to
feeder covers
Flush tanks Agitation of recycled lagooh ()Flush tank covers
liquid whiles tanks are filling (►Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater erfloor flush with undorflaor
o onvoyanance vantRotion
Pit recharge points Agitation of recycled lagoon O Extend rachard fines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank tilling (I Sump tank covers
and drowdown
Outside drain collection Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater I I Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas omissions ( Opef lefloon liquid capacity
8iological mixing L"Wrrw t lagoon startup procedures
Agitation nir surface area•to•voluma ratio
l nimum agitation when pumping
(I Mechanical aeration
I I Proven biological additives
Irrigation sprinkler nozzles High pressure agitation I ate on dry days with little or no wind
Wind draft -mum recommended operation pressure
(-)-Pump intake near lagoon liquid surface
I) Pump from second-stage lagoon
AMDC--November 11, 1996
4d Wd0T:ZO EOW 8T '-+EW ZFT?%FOT6 : 'ON XldZI Woad

Storage tank or basin Partial microbial deaamposition ()Bottom or rnidichW loading
surface Mixing while filling ()Tank corers
Agitation when emptying ()Basin surface mats of solids
()Proven biological eddtves or oxidants
Settling basin surface Partial micoblal deoomposition {)Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when ampty(ng {!Remove settled solids regularly
Manure,slurry or sludge Agitation when spreading I j Soil injection of slurry/sludges
spreader outlets vointile gas emissions ()Wash residual manure from spreader after use
O Proven biological additives at oxidants
Uncovered manure,slurry volatile gas emissions while drying {)$oil infection of slurry/sludges
or sludge on field surfeces I)Soil incorporation within 48 hours
I I Spread In thin uniform layers for rapid drying
I)Pro biological additives or oxidants
Dead animals Carcass decomposition 14froper disposition of carcasses
Dead animal disposal Carcass doeompoeition I j Complete covering of carcasses in burial pit$
pit$ ()Proper location/construction of disposal pits
Incinerators Incomplete Combustion ()SetpdGry stack burners
Standing water around Improper drainage (7116de and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads ( am)access toad maintenance
reads from form access
Additional Information: Available From-
Swine Manure Management;0200)tula/8MP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact$heel NCSU-BAE
Swine Production Fecihty Manure Management:Pit Recharge--lagoon Treatment;EBAE 128.98 NC$U-BAE
Swine Production Facility Manure Management: Underfloor Auso--Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage;EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Contr0ing Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assurano Program:NPPC Manual NO Pork Produces Assoc
Options for Manerging Odor;a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Anima(Manure Menegcmont; Odors and Files;PAO107, 7995 conference Proceedings Florida Cooperative Extemion
The issues checked ( ) pertain to this operation. The IandownerTintegrator 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.
(Landowner Signature)
AMOG--November 11, 199fi
Sd WdOT 20 Z00Z ST '-+1=W EZTZ96ZO16 : 'ON XUJ WOad

Tract-- 6892
P 7 682 FT 4.23 AC. # 1
. field-- /
piggy back reels start point
for pull 7
P-6 200 FT. 1.61 A� F.
�►'"" `
hydrant Scott B row n
Fac 31 -276
T--- 6883 Scale 1 "= 420' +/_
,:,
F---1 1. 4 ac. :
13 s rink s
radius 53 t �
T--7723
F-- 1 .29 ac.
15 sprinklers
radius 46 ft-
_
U -
V + 5
2Ilk
qc P-10 4.96Ac
CNNIJ
Ln
0
°' F Tract--72217
N ' Field # 1
LO
Ln °'

I '
Nutrient Management Plan For Animal Waste Utilization
11-15-2004
This plan has been prepared for: This plan has been developed by:
3 Kids College Fund Far n Billv W. Houstol,
Scott Brown Duplin Soil & TVater
4495 South NC 50 PO Box 219
Chinquapin, NC 28521 Kenansville, NC 28349
910-285-4637 910-296-2120
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (eve) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
li /
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculture -
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By:
Technicar Specialist Signature Date
---------------------------------------
- ---------------------------------------- ---
849030 Database Version 3.1 Date Printed: 11-15-2004 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 4,894,560 gals/year by a 5,280
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 11273
Incorporated 19361
Injected 21321
Irrigated 12254
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied(1bs) Deficit(lbs) Applied (Gallons) Deficit(Gallons)
Year 1 12,254 20368�� -8,114 8,174,361 -3,279,801
Year 2 12,254 20345 7�r' -8,091 8,126,789 -3,232,229
---------------------------------------------------------------------------------------------------------------- ------------------------------------------
Note: In source ID,S means standard source, U means user defined source.
*Max. Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
849030 Database Version 3.1 Date Printed: 11-15-2004 Source Page Page 1 of 1

Narrative
This WUP is written based on wetted acres information provided by Mr. Brown. The aw-Pulls shown in
the WUP are pulls using the AirWay system. The optional pulls [p8,p9,aw8.9,p10.p11,aw10.11] are not
needed to meet nutrient budget needs for this operation. Any rotation may be done on these pulls that
best suits Mr. Browns needs as long as application guide lines outlined in the WUP are followed.
-------------------------------------------------------------------------------------------------------------------------------------------------------------------
849030 Database Version 3.1 Date Printed: 11-15-2004 Narrative Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition, the Leachin-Index for each field is shown, where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
68' aw8.9 1.50 1.50 N/A Norfolk Com,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
6825 PS 2.57 2.51 N/A Norfolk Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
6825 P9 61 1.61 N/A Norfolk Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
6883 F 1 1.84 1.84 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermuda arass Hav 6.5 Tons
6892 A%%0,7 0.60 0.60 N/A Norfolk Small Grain Ove seed 1.0 Tons
Hybrid Bermuda 'ass Hay 6.5 Tons
689? P6 3.431 3.43 N/A Norfolk Small Grain Ove seed 1.0 Tons
Hybrid Bermuda rass Hay 6.5 Tons
6892 P7 4.23 4.23 N/A Norfolk Small Grain Ove seed L0 Tons
Hybrid Bermuda ass Hay 6.5 Tons
72217 awl-5 1 3.00 3.00 N/A Paclolll5 Small Grain Ove seed 1.0 Tons
Hybrid Bermuda zrass Hay 5.0 Tons
72217 P 1 6 44 6.44 N/A Goldsboro Small Grain Ove seed 1.0 Tons
Hybrid Bermuda arass Hay 6.5 Tons
72217 P2 5.79 5.79 N/A Goldsboro Small Grain Ove seed 1.0 Tons
Hybrid Bermuda rass Hay 6.5 Tons
72217 P3 6 91 6.91 N/A Pactolus Small Grain Overseed 1.0 Tons
Hybrid Bermuda grass Hay 5.0 Tons
72217 P4 ? ='4 21 N/A Goldsboro Small Grain Overseed 1.0 Tons
Hybrid Bermuda ass Hay 6.5 Tons
72217 P5 1.64 1_64 N/A Goldsboro Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
7721 aw•10,11 1 7 Oo 7.00 NiA Goldsboro Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
849030 Database Version 3.1 Date Printed 1 115 2004
PCS Page Pace 1 of 2
NOTE! Symbol *means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
77
1,21 P 10 4.96 4.96 N/A Goldsboro Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
2 I P 11 2 8 2.85 N/A Goldsboro Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
7723 F2 1.29 1.29 N/A Norfolk Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 6.5 Tons
PLAN TOTALS: 59.08 59.08
LI Potential Leaching Technical Guidance
Low potential to contribute to soluble None
<2 nutrient leaching below the root zone.
>—2& Moderate potential to contribute to soluble Nutrient Management(590)should be planned.
nutrient leaching below the root zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone. available water holding capacity and improve nutrient use efficiency should be considered.
> 10 Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations(328),Long-Term
No-Till(778),and edge-of-field practices such as Filter Strips(393)and Riparian Forest Buffers
(391).
849030 Database Version 3.1 Date Printed 11/15/2004
PCS Page Page 2 of 2
NOTE: Symbol *means user entered data.

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The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
applying waste nutrients through an irrigation system,you must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
6825 aw8,9 Norfolk 0.50 1.0
6825 P8 Norfolk 0.50 1.0
6825 P9 Norfolk 0.50 1.0
6883 F1 Norfolk 0.50 1.0
6892 AW6,7 Norfolk 0.50 1.0
6892 P6 Norfolk 0.50 1.0
6892 P7 Norfolk 0.50 1.0
72217 awl-5 Pactolus 0.75 1.0
72217 PI Goldsboro 0.50 1.0
72217 P2 Goldsboro 0.50 1.0
72217 P3 Pactolus 0.75 1.0
72217 P4 Goldsboro 0.50 1.0
72217 P5 Goldsboro 0.50 1.0
7721 aw10,11 Goldsboro 0.50 1.0
7721 P 10 Goldsboro 0.50 1.0
7721 P 11 Goldsboro 0.50 1.0
7723 F2 Norfolk 0.50 1.0
849030 Database Version 3.1 Date Printed 11/15/2004 IAF Paue Page 1 of 1
NOTE: Symbol *means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for e ch source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this
material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but
other nutrients including phosphorous,copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be used for
sludge application. If this is not possible,care should be taken not to load effluent application fields with high amourts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge -Standard
Corn 120 bu 150 13.16 66.19 132.38 19858
Hay 6 ton R.Y.E. 300 26.32 33.10 66.19 99.29
Soybean 40 bu 160 14.04 62.06 124.11 186.17
849030 Database Version 3.1 Date Printed: 11-15-2004 Sludge Pa-e Pa­e 1 of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity,this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name I Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
I 1 92
1 ? 77
1 3 108
1 4 132
1 5 154
1 6 177
1 7 ISO
1 8 ISO
1 9 180
1 10 ISO
1 11 167
I 12 175
2 1 154
2 136
2 3 165
2 4 ISO
5 180
2 6 ISO
2 7 ISO
2 8 ISO
2 9 ISO
2 10 ISO
2 11 158
2 12 167
*Available Storage Capacity is calculated as of the end of each month.
---------------------------------------------------------------------------------------------------------------------------------------------- -------------- ------
849030 Database Version 3.1 Date Printed: 11-15-2004 Capacity Page Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of.the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such
that runoff does not occur offsite or to surface waters and in a method which does
not cause drift from the site during application. No ponding should occur in order
to control odor and flies.
------------------------------------------------------------ - ------------------ -------------- ----------- -----------
849030 Database Version 3.1 Date Printed: 1 1/15/2004 Specification Page 1

8. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth. The
potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal. Animal waste, other than swine waste
from facilities sited on or after October 1, 1995, shall not be applied closer that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over-spraying. Animal waste may be applied to
prior converted cropland provided the fields have been approved as a land
application site by a "technical specialist". Animal waste shall not be applied on
grassed waterNvays 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.
--------------------------------------------------- ----------- ----------
V -------------------- ---------
849030 Database 'Version 3.1 Date Printed: 11/15/2004 Specification Page 2

17. A protective cover of appropriate vegetation will be established on all disturbed
areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as
necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However, if animal waste is used on crops for
direct human consumption, it should only be applied pre-plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate-determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste application
records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
---------------------------------------------------------------------------------------------------------------------------------------------------------------------
849030 Database Version 3.1 Date Printed: 11;15/2004 Specification Page 3

Crop Notes
The following crop note applies to field(s): aw8,9, P8. P9
Corn: CP, Mineral Soil, medium leaching I
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenh' it.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil,banded phosphorus will be more available to the yo g
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): awl 0,11, P 1, P 10, P 11, P2, P4, P5
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row-.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
-----------------------------------------------------------------------------------------------------------------------------------------------------------,------
849030 Database Version 3.1 Date Printed: 11-15-2004 Crop Note Page Page I of4

The following crop note applies to field(s): awl 5, P3
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac NN in
the establishment year in split applications in April and July. For established stands apply 180 to 24
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): AW6,7, F1, F2, P6, P7
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
-------------- ------------------------------- -----------------------------------------
849030 Database Version 3.1 Date Printed: 11-15-2004 Crop Note Page Page 2 of 4

The following crop note applies to field(s): aw 10,11, P 1, P 10, P 11, P2, P4, P5
Small Grain: CP, Mineral Soil, low-leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): awl-5, P3
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): AW6,7, F1, F2, P6, P7
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety"green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February-March.
--------------------------------------------- ------ ----------------------------------------------- -------------------------�
849030 Database Version 3.1 Dace Printed: 11-15-2004 Crop Note Page Page 3 of

The following crop note applies to field(s): aw8,9, P8, P9
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no-till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February-March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production..
The following crop note applies to field(s): aw8,9, P8, P9
Double-Crop Soybeans, Coastal Plain: Mineral soil,medium leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations.Review the NCSU Official Variety "green book" and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no-till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
----------------------------------------------------- ------------------------------------------------- --------------
849030 Database Version 3.1 Dace Printed: 11-15-2004 Crop Note Page Page 4 of

Tract-- 6892
�! P-7 682 FT 4.23 AC. field--# 1
piggy back reels start point P-6 478 FT.
for pull 7 ift
. .
hydrant Scott Brown
Fac 31 -276
T--- 6883 Q Scale 1 "= 420' +/_
F---1 1.84 ac. ;.,.
13 sprinks g
radius 53 t.
_ T--7723
F--1 1 .29 ac.
15 sprinklers
radius 46 ft.
A9
P-11
2.85Ac
•F
r. P-10 4.96Ac
_ I �
- U U
;Q Q
O. Tract--72217
Field # 1
L � °'
S
�a

CAWMP Plan Amendment
Papa Smurf Farm(Facility 31-276)
Duplin County
12/18/2006
This document is intended to serve as a CAWMP Amendment for the farm above)
for the Fall/Winter of each year. This is an optional amendment that may or may not be
used by the producer based on lagoon levels.
The Papa Smurf Farm has the option to overseed small grain,prior to harvest, on
to any soybean field in its existing CAWMP. After soybean harvest, the small grain will
be allowed to grow to a suitable height for removal as hay. This plan is intended to
describe the overseeding of soybeans with small grain only, and effectively add this
practice to the existing CAWMP for this facility. Effluent will be applied through the use
of hard hose travelers, center pivots, and aerway applicators.
Tract#6825
Field pull 8,9,aw8,9 Small Grain(Hay) 801bs PAN/acre Sept—April
The small grain cover must be harvested for hay, or used strictly as a cover for the
Spring crop. If used strictly as a cover, nitrogen applications to the Spring crop should
not exceed 30 lbs./acre, and must be deducted from the subsequent corn crop.
Existing setbacks must be adhe ed to.
This amendment is for t bove stated purpose only. All other requirements of
the original CAWMP should followed during the time this amendment is valid and
afterwards.
aig esterbeek Date
chn cal Specialist
Scott Brown Date
Owner

Grower(s): Scott Brown
Farm Name: Papa Smurff Farm 31-276
County: ®upkn
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to finish 5,230
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: lrrigation
This is an optional amendment for new land. All setbacks have been have been taken into account and the producer wall
be using an "aerway" machine to apply on. SB515 setbacks apply. They are as follows: 1. 100'ffrom water supply well 2.
200'ffrom residence 3. 75'from a residential property Vine 4. 50'from public ROW. 5. 75'from residential property line
not owned by the producer or lessor. 6. 75'from blue-line stream
r Owner/Manages ®ate
Y,
Technical Specialist Date

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Y

NUTRIENT UTILIZATION PLAN AMENDMENT
Grower(s) Scot'Brown
Farm Name 3 Kids College Fund Farm Facility 31-276
County Duplin
Farm Capacity
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 5280
Wean to Finish
Gilts
Boars
Storage Structure Anaerobic Lagoon
Storage Period >180 days
Application Method Irrigation
This amendment allows the producer to apply 100 Ibs/acre PAN on Small Grain. "Producer is
limited to 25 Ibs/ac PAN during the two month period of Dec and Jan " Small Grain must be
adequately grazed or mechanically harvested by April 15th PAN must be reduced 25% if grazed.
Owner/Manager Date
Technical Specia44t Date