310256_Application_20240228

ROY COOPER
Gmernor
ELIZABETH S. BISEP-
secretary
RICHARD E. ROGERS, JR.
Director
Dare Uzzell
Uzzell Bros. Swine
404 Walnut Creek Dr
Goldsboro, NC 27534
NORTH CAROLINA
Environmental Quality
February 12, 2024
Subject: Application for Renewal of Coverage. for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non -Discharge General
Permits, you must submit an application for permit coverage to the Division of Water'RnQaircwjI YR]. Use Ap & 3, 2024.
Enclosed you will find a 'Request for Certificate of Coverage for Facility Currently_ Covered by an Expiring State
Non -Discharge General Permit." The application form must be completed, signed by the Pennittee, and returned to the DWR by
April 3, 2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699 1636
Email: [e-mail]
phone: [phone]
Please note that you must include one (1) copv of the Certified Animal Waste Management Plan fCAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to $25,000 per day.
Copies of the animal waste operation State Non -Discharge General Permits are available at
www.deg.nc.goy/animalyertnits2024. General permits can be requested by writing to the address above.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
Michael Pjetraj, Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non -Discharge
General Permit
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512 4artL yplishutti• StrcN 143C� _l[sil srnire C�Sfr Roj�iek tiar•t1: Coroliun "'Ss�}�3635
'�/9

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
Nan -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 roust be signed and dated by the Permittee
1. Certificate Of Coverage Number: AWS310256
2. Facility Name: Uzzell Bros. Swine
3. Permittee's Name (same as on the Waste Management Plan): Dare Uzzell
4. Permittee's Mailing Address: 404 Walnut Creek Dr
City: Goldsboro State: NC
Telephone Number. 919-922-4139 Ext. E-mail:
5. Facility's Physical Address: 2328 Garner Chapel l Rd
City: Mount Olive State: NC
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner): David Mack Jones
8, Farm Manager's telephone number (include area code): 919-658-0913 Ext.
9. Integrator's Name (if there is not an Integrator, write "None"): Smithfield Hog Production
10, Operator Name (OIC): Thomas P. Uzzell Phone No.: 919-922-2467
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Wean to Finish
Operation Tylzs
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad QrW
Gilts
Other
Other
Allowable Count
3,380
Dry Poultry
Non Laying Chickens
Laying Chickens
Pullets
Turkeys
Turkey Pullet
WO�
Non Laying Pullet
Layers
Zip: 27534
Zip: 28365
OIC #: 16596
Other Types
Horses - Horses
Horses - Other
Sheep- Sheep
Sheep -tither

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
Lagoon
4/15/1994
Full, clay
585,741.00
69,750.00
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 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
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 pracli : 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 complctc 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): /—. zd. Title:PLg
Signature: T—AcrM S �; Z �L ! Date:
Name (Print): ; r% eft (JZZ E
Signature: Aw.s 46'A
Name (Print):
Signature:
Title: -M�nw+ttr
Date:±(
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: animaLoperations@deq.n...g6V
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

Version—November26, 2018
Mortality Management Wethoda
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.106-443), 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.
7 ❑ Complete incineration according to 02 NCAC 52C .0102.
❑ A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
❑ In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
❑ ❑ Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
❑ Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPIDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to he 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 i'nortality 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 add ltional 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. 106-399A.
Signature of Far er/Manager
Signature of ethnical Spea st
Date
Date

Operator:Mack Jones County:
Duplin
Dater
03/31/94
Distance to nearest residence (other
than
owner):
850.0
feet
1. AVERAGE LIVE WEIGHT (ALW)
0
lbs
0 sows (farrow to finish)
x
1417
lbs. =
0
lbs
0 sows (farrow to feeder)
x
522
135
lbs. -
lbs. -
388800
lbs
2880 head (finishing only)
x
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 = 388800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 388800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION 51,d3e S+amye, &+ ComMed Af
Volume = 0.0 cubic feet 5ivdv n ee Reme-ed 4,s l4eeled
,,. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 450.0
Inside top width (feet) -------------------- --- 155.0
Top of dike elevation ( feet) ----------------- 48.4
Bottom of lagoon elevation (feet)------------ 34.4
Freeboard (feet)--------------
--------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/ENDS SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3,0 3.0 3.0 444.0 149.0 13.0
AREA OF TOP
LENGTH * WIDTH =
444.0 149.0 66156 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
366.0 71.0 25966 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
405.0 110.0 178200 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION} + AREA BOTTOM] * DEPTH/6
66156.0 178200.0 259-86.0 2.2
Total Designed Volume Available = 585741 CU. FT.

T
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
450.0 155.0 69750.0 square feet'
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 69750.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste -produced
Feces & urine production in gal./day per 135 1b. ALW 1.37
Volume = 388800 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 710208 gals. or 94947.6 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume 0.0 cubic feet
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 1 12 inches per foot
Volume = 40687.5 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches 112 inches per foot * DA
Volume = 43593.8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
94948
cubic
feet
5B.
0
cubic
feet
5C.
40688
cubic
feet
5D.
43594
cubic
feet
TOTAL 179229 cubic feet
6. SUMMARY
Temporary storage period____________________} 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour 7.5 inches
1.0 feet
Side 3.0 : I
Inside top 450.0 feet
Inside top 155.0 feet
Top of dike 48.4 feet
Bottom of lagoon 34.4 feet
Total required volume=====__= _=__________=> 568029 cu. ft.
Actual design volume========================> 585741 cu. ft.
Seasonal high watertable elevation (SHWT)===> 40.3 feet
Stop pumping elev.====______________________} 44.2 feet
Must be > or = to the SHWT elev.=====.::====> 40.3 feet
Must be > or = to min. req. treatment el.=> 40.4 feet
Required minimum treatment volume=====______> 388800 cu. ft.
Volume at stop pumping elevation=====___====> 391866 cu. ft.
Start pumping 46.6 feet
Must be at bottom of freeboard & 25 yr, rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 542147 cu. ft.
Volume at start pumping elevation===-=__==__> 533949 cu. ft.
Required volume to be pumped================> 135635 cu. ft.
Actual volume -planned to be pumped==========> 142083 cu. ft.
Min. thickness of soil liner when required= > 2.0 feet
7. DESIGNED BY: Cij�/ APPROVED BY :/W. F J
DATE: 3/31 / qt - DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: _ SCS DOES NOT CERTIFY THAT
EXCAVATION AND FILL
VOLUMES ARE CORRECT

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 excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
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
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2 The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump ---out of the lagoon when fluid level
reaches the elevation 46.6 as maned by permanent marker. Stop pump -
out when the fluid level reaches elevation 44.2 . This temporary
storage, less 25 yr- 24 hr stoma, contains 135635 cubic feet or
1014551 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 pet 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.
b. 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.
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 ❑f Environ-
mental Management, has the responsibility for enforcing this law.

SHEET I OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared ❑f trees, logs, stumps, roots, brush, boulders,sad and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use -on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
------------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
5 inches in diameter, and other ❑bjectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from.the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with -an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downst-ream toe of the dike.
precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL RE 2.0 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING -CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
I5 INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be ❑ver-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation'shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
C011'SIDERATIONS ,

SHEET 2 OF Z
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily.separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as Goon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for 'seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the the will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC'. C.T. or CH.

' � K
SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY I TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 T❑ JUNE 15
24.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL I TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY I TO MARCH 30
120.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS,
APPLY THE FOLLOWING:
3000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING 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.
1. PENSACOLA BAHIAGRASS IS SLOWER T❑ 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.
LIAR 2 9 2019
r'ii t7�1i±4R�! �;�'�G97tS i�r,

Q$-IR�i 2JI�l8$
US Department of Agriculture:
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Ma G I-,- .Tc)ra_4e s
in
Duplin County, North Carolina
Resigner : BWH
Hate : 03/31/94
Checker
Date
Lagoon Design Exc.
** EXCAVATION **
Bot
Left
Right
Off-CL
CL
Dist
Area
Volume
W; dth
SS
SS
(ft)
Sta
(ft)
(SgFt)
(Cu.Yds)
71
3:1
3:1
107.0
92+.9
; 587.9
7
;
155.5
71
3:1
3:1
107.0
1+00
594.6
100
;
2490.3
71
3:1
3:1
107.0
2+00
; 666.3
100
5403.9
71
3:1
3:1
107.0
3+00
E 907.1
100
9544.2
71
3:1
3:1
107.0
4+00
1328.7
84
;
13471.7
71
3.1
3:1
107.0
1184.2
** FILL **
Area Volume
(SgFt) (Cu.Yds)
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

4S-IflH 2115188
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Mach .TcDrias
in
Duplin County, North Carolina
Designer :
Date : 03/31/94
Lagoon Exc. Profile
TEMPLATE DATA:
Beginning Elevation = 34.4
Beginning Station = 0+00
0+00 to 0+00
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 I 39.9 100.0 I 40.6
500.0 / 45.4 550.0 I 42.6
c\3cl366/3
Checker
Date
0.00000 ft/ft
200.0 / 41.4 300.0 / 43.5 400.0 1 46.6
9

4R-IRK 2115188
US Department of Agricuiture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Ma ck .1vriE.� s -
in
Duplin County, North Carolina
Designer : BWH Checker
Date : 03/31/94 Date ._
Lagoon Design. Exc.
TEMPLATE DATA:
Beginning Elevation
= 34.4
Beginning Station =
92+.9
92+.9 to 1+00
c\3c171/3
0.00000
ftlft
1+00 to 2+00
c\3cl71/3
0.00000
ft/ft
2+00 to 3+0.0
c\3cl7l/3
0.00000
€t/ft
3+00 to 4f6D
c\3c17I/3
0.00000
€t/ft
4+00 to 48V .4
c\3cl71/3
0.00000
ft/ft
SECTION NUMBER 1
Centerline Station
92+.9
ORIGINAL DATA:
0.0 / 44.7 100.0
1 42.3
200.0 I 38.8
270.0 1 38.2
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 I 44.7 100.0 / 42.4 200.0 I� 38.8 270.0 I 38.2
SECTION NUMBER 3
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 44.2 100.0 I 42.7 200.0 I 40.0 270.0 I 37A
SECTION NUMBER 4
Centerline Station 3+00
ORIGINAL DATA:
0.0 I 46.4 100.0 1 44.2 200.0 1 42.7 270.0 / 42.3

loan Design Exc. (continued) 03/31/94 page 2
SECTION NUMBER 5
Centerline Station 4+00
ORIGINAL DATA:
0.0 I 48.2 100.0 1 47.3 200.0 I 45.9 270.0 I 45.3
SECTION NUMBER 5 .
Centerline Station 484+.4
ORIGINAL DATA:
0.0 / 45.4 100.0 I 45.7 200.0 I 45.7 270.0 1 45.5

o�-i�rt zri5r��
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Marls Jc:oriEE!s
in
Duplin County, North Carolina
Designer BWH Checker
Date 03/31/94 Date
Lagoon (Exc. For Lining)
Bot
Left
Right
Off-CL ;
CL
Dist
Area
volume
I-' dth
SS
SS
(ft) ;
Sta
(ft)
(SgFt)
(Cu.Yds)
71
3:1
3:1
107.0 ;
89+.9
819.9
10
308.0
71
3:1
3:1
107.0
1+00
827.0
100
3517.3
71
3:1
3:1
107.0
2+00
906.0
100
7367.3
71
3:1
3:1
107.0
3+.00
1173.1
100
12558.6
71
3:1
3:1
107.0 ;
4+00
1630.2
87
17558.5
71
3.1
3:1
107.0
4+87
1472.1
Area
VUlU1llC
(SgFt)
(Cu.Yds)
C.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0
0.0

48-IgH 211�I�8
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
lea cl-_ Jtorie s
in
Duplin County, North Carolina
Designer : BWH
Date : 03/.31/94
Lagoon (Exc. For Lining)
TEMPLATE DATA:
Beginning Elevation = 32.4
Beginning Station = 0+00
0+00 to 0+00
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 1 39.9 100.0 / 40.6
500.0 1 45.4 550.0 / 42.6
c13cl36613
Checker
Date
0.00000 ft/ft
200.0 I 41.4 300.0 / 43.5 400.0 / 46.6

4�i-FE?[ 2115188
US Department of Agriculture
Sail Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Mack .Tc)xxes
in
Duplin County, North Carolina
Designer : BWE
Date : 03/31/94
Lagoon (Exc. For Lining)
TEMPLATE DATA:
Beginning Elevation = 32.4
Beginning Station = 89+.9
89+.9 to 1+00
1+00 to 2+00
2+00 to 3+00
3+00 to 4+00
4+00 to 4+87
SECTION NUMBER 1
Centerline Station 89+.9
ORIGINAL DATA:
c\3cl7113
c\3c171/3
c\3c171/3
c\3c171I3
c13c171/3
Checker
Date
0.00000 ftlf.t
0.00000 ft/ft
0.00000 ft/ft
0.00000 ft/ft
0.00000 ft/ft
0.0 1 44.7 100.0 1 42.3 200.0 I 38.8 270.0 I 38.2
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 1 44.7 100.0 I 42.4 200.0 I '38.8 270.0 1 38.2
SECTION NUMBER 3
Centerline Station 2+00
ORIGINAL DATA:
0.0 I 44.2 100.0 1 42.7 200.0 1 40.0 270.0 I 37.9
SECTION NUMBER 4
Centerline Station 3+00
ORIGINAL DATA:
0.0 I '46.4 100.0 I 44.2 200.0 I 42.7 270.0 1 42.3

a e R
-oon (Exc. For Lining) (continued) 03/31/94 page 2
SECTION NUMBER 5
Centerline Station 4+00
ORIGINAL DATA:
0.0 I 48.2 100.0 I 47.3 200.0 I 45.9 270.0 1 45.3
SECTION NUMBER 6
Centerline Station 4+87
ORIGINAL DATA:
0.0 / 45.4 100.0 / 45.7 200.0 I 45.7 270.0 I 45.6

.s
OR -IRK 2/15/88
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Mach Jc)ria;s
in
Duplin. County, North Carolina
Designer : BWH
Date : 03/31/94
Checker
Date
Dike
Fill
Volumes
** EXCAVATION
**
Top
Left
Right
Off-CL
CL
Dist
; Area
Volume
s•';dth
SS
SS
(ft)
Sta
(ft)
(SgFt)
(Cu.Yds)
12
3:1
3:1
140.0
0+00
0.0
87
;
0.0
12
3:1
3:1
135.0
0+87
; 0.0
100
;
0.0
12
3:1
3:1
135.0
1+87
; 0.0
100
;
0.0
12
3:1
3:1
135.0
2+87
; 0.0
100
0.0
12
3:1
3:1
135.0.
3+87
; 0.0
157
0.0
12
3:1
3:1
110.0
5+44
0.0
100
0.0
12
3:1
3:1
110.0
6+44
0.0
142
0.0
12
3:1
3:1
120.0
7+86
; 0.0
100
0.0
12
3:1
3:1
120.0
8+86
; 0.0
100
;
0.0
12
3:1
3:1
120.0
9+86
0.0
100
;
0.0
12
3:1
3:1
120.0 ;
10+86
0.0
72
0.0
12
3:1
3:1
140.0 ;
11+58
; 0.0
100
;
0.0
12
3:1
3:1
140.0 ;
12+58
; 0.0
** FILL **
Area
Volume
(SgFt)
(Cu.Yds)
215.0
568.9
138.1
1081.9
138.9
1473.5
72.6
1627.2
10.4
1968.8
107.1
2324.2
84.8
2691.8
55.0
3113.6
172.9
4111.6
366.1
5542.7
406.7
6602.9
388.5
7720.5
215.0
MAR 2 8 2019
n

r e
4B-FF� 211�188
US Department of Agriculture
Soil Conservation Service
CROSS --SECTION DATA
QUANTITY CALCULATIONS
prepared for
Ma4-- R Soric-- --s
in
Dupiin County, North Carolina
Designer : BWH Checker
Date : 03/31/94 Date -- —
Dike Fill Volumes
TEMPLATE DATA: -
Beginning Elevation = 48.4
Beginning Station = 0+00
0+00 to 12+58 d13c112\3 0.00000 ftlft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 42.7 100.0 42.4 200.0 40.9
SECTION NUMBER 2
Centerline Station +87
ORIGINAL DATA:
0.0 I 38.8 1.00.0 1 42.4 200.0 / 44.7
SECTION NUMBER 3
Centerline Station. 1+87
ORIGINAL DATA:
0,0 I 40.0 100.0 I 42.7 200.0 1 44.21
SECTION NUMBER '4
Centerline Station -2+87
RIGINAL DATA:
0.0 I 42.7 100.0 1 44.2 200,0 I 46.4
SECTION NUMBER 5
Centerline Station 3+87

IF
e Fill Volumes (continued) 03/31/94
0.0 I 45.9 100.0 1 47.3 200.0 I 48.2
SECTION NUMBER 6
Centerline Station 5+44
ORIGINAL DATA:
0.0 I 47.3 100.0 I 45.4 150.0 1 41.8
SECTION NUMBER 7
Centerline Station 6+44
ORIGINAL DATA:
0.0 I 45.9 100.0 I 45.4 150.0 I 43.4
SECTION NUMBER 8
Centerline Station 7+86
ORIGINAL DATA:
0.0 I 47.3 100.0 ! 45.9 170.0 I 45.3
TION NUMBER 9
Centerline Station 8+86
ORIGINAL DATA:
0.0 I 44.2 100.0 I 42.7 170.0 I 42.3
SECTION NUMBER 10
Centerline Station 9+86
ORIGINAL DATA:
0.0 I 42.7 100.0 I 40.0 170.0 I 37.9
SECTION NUMBER 11
Centerline Station 10+86
ORIGINAL DATA:
0.0 I 42.4 100.0 I 38.8 170.0 I 38.2
SECTION NUMBER 12
Centerline Station 11+58
ORIGINAL DATA:
0.0 I 40.0 100.0 ! 38.8 200.0 I 38.9
SECTION NUMBER 13
Centerline Station 12+58
ORIGINAL DATA:
page 2

,e Fill Volumes (continued) 03/31/94 gage 3
0.0 I 42.7 100.0 / 42.4 200.0 I 40.9
N

DB-i�lS 21I§1$$
US Department of Agriculture
Sail Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Mack avrlEE� --3
in
Duplin County, North Carolina
Designer : BWE
Date : 03/31/94
Checker
Date
*******************************************************************************
Pad Ecv.
& Fill
Volumes
** EXCAVATION **
Top
Left
Right
Off-CL
CL
Dist
;
Area
Volume
Width
SS
SS
(ft)
; Sta
(ft)
;
(SgFt)
(Cu.Yds)
'10
5:1
5:1
35.0
; 0+00
;
0.0
10
,
0.0
310
5:1
5:1
35.0
; 0+10
;
0.0
40
0.0
310
5:1
5:1
35.0
0+50
;
0.0
100
;
79.2
310
5:1
5:1
35.0
; 1+50
;
42.8
35
108.6
310
5:1
5:1
35.0
1+85
;
2.6
10
109.7
310
5:1
5:1
35.0
1+95
;
3.4
** FILL **
Area
Volume
(SgFt)
(Cu.Yds)
1021.9
371.0
981.8
1697.8
809.4
3991.6
429.3
4621.1
542.0
4816:5
513.0

. I i C.
Ok-IRK 2/15188
US Department of Agriculture
Soil. Conservation Service
CROSS --SECTION DATA
QUANTITY CALCULATIONS
prepared for
ME.clt .lcari�s
in
Duplin County, North Carolina
Designer ; BWH Checker
Date 03/31/94 Date
Pad Ecv. & Fill Volumes
TEMPLATE DATA:
Beginning Elevation = 48.4
Beginning Station = 0+00
0+00 to +10
d/5cl310\5
0.00000
ft/ft
+10 to +50.
d/5cl310\5
0.00290
ft/ft
+50 to 1+50
d/5cl310\5
0.00290
ft/ft
1+50 to 1+85
d15cl310\5
0.00290
f t I f t
1+85 to 1+95
d/5cl310\5
0.00000
ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 I 43.6 100.0 1 43.5
200.0 I 45.3
300.0 1 47.8
400.0 1 45.2
3ECTION NUMBER 2
Centerline Station +10
ORIGINAL DATA:
0.0 / 43.9 100.0 I 43.6 200.0 I 45.5 300.0 I 47.8 400.0 / 45.1
;ECTION NUMBER 3
Centerline Station +50
IGINAL DATA:
0.0 I 44.7 100.0 1 44.2 200.0 / 46.4 300.0 I 48.2 400.0 I 44.9
ECTION NUMBER 4
Centerline Station 1+50

Ecv. & Fill Volumes (continued) 03/31/94 page 2
0.0 / 46.1 100.0 / 45.8 200.0 / 49.2 300.0 / 49.2 400.0 / 42.0
SECTION NUMBER 5
Centerline Station 1+85
ORIGINAL DATA:
0.0 I 46.5 100.0 46.5 200.0 / 49.1 300.0 I 48.1 400.0 / 39,3
SECTION NUMBER 6
Centerline Station 1+95
ORIGINAL DATA:
0.0 / 46.5 100.0 / 46.5 200.0 / 49.1 300.0 / 48.4 400.0 / 39.3

Fwr, Clay
230: PR 'cu. ft.
E L M N 0
1- Storage volume for sludge accum. (cu. ft.):
12 Treatment Volume (min. 1 cu.
13 25 Year - 24 Hour Rainfall ;
14 Rainfall in excess of evaporation (in.)===__;
15 Drainage area of buildings & lots (sq. ft.)=;
16 Volume of wash water (gallons/day)--==______>
17 Temporary storage period (days)=============>
18 Freeboard
19 Side slopes (inside lagoon). ---___--_--___==
20 Inside top length
21 Inside top width
22 Top of dike elevation
23 Bottom of lagoon elevation
24 Seasonal high water table(SHWT) elev.(ft.):=>
25 Total required volume:====_________> 568029
26 Actual design volume:===---__--___--_> 585741
27 Stop pumping el.(} or = to 40.3 ft.SHWT)>
28 (> or = to 40.4 ft.Min.)
29 Required minimum treatment volume: 388800
30 Volume at stop pumping elevation: 391866
31-Mar-94 09:24 PM
P23: U 32.4
I{ L M N 0
11 Storage volume for sludge accum.-(cu. ft.):=)
12 Treatment Volume (min. 1 cu.
13 25 Year - 24 Hour Rainfall
14 Rainfall in excess of evaporation (in.)===__)
15 Drainage area of buildings & lots (sq. ft.)=>
16 Volume of wash water (gallons/day)====______>
17 Temporary storage period (days)===-=-------->
18 Freeboard
L9 Side slopes (inside lagoon):==-_=__===___-__>
?0 Inside top length--------------------
?i Inside top width
— Top of dike elevation
?3 Bottom of lagoon elevation
'4 Seasonal high water table(SHWT) elev.(ft.):=>
'S Total requi-red volume:====_________> 576975
6 Actual_ design volume:______________> 725265
'7 Stop pumping el.(> or = to 40.3 ft.SHWT)>
18 (> or = to 38.4 ft.Min.)
9 Required minimum treatment volume: 388800
0 Volume at stop pumping elevation: 508895
1-Mar-94 09:26 PM
645q
{ 4ffax. Y`14-j't lr
READY
P Q R
ALT-P
1.0
7.5 O&M PLAN
7.0 ALT-0
CONSTRUCT
180
>
SPECS.
1.0
ALT--A
3.0 : 1
450.0
SEEDING
155.0
SPECS.
48.4
ALT-S
34.4
40.3
TO CLEAR
cu. ft.
ALT-C
cu. ft.
44.2 ft.
TO QUIT
LOTUS
cu. ft.
ALT-Q
cu. ft.
NUM
CU.
CU.
READY
P Q R
ALT-P
1.0
7.5
7.0
180
1.0
3.0
462.0
167.0
48.4
32.4
40.3
ft.
ft.
44.2 ft
cu. ft.
cu. ft.
O&M PLAN
ALT-0 ?
CONSTRUCT
SPECS.
ALT-A
1
SEEDING
SPECS.
ALT-S
TO CLEAR
ALT-C
TO QUIT
LOTUS
ALT-Q
NUM

93
NP
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-35°07'30'
Bran h 1 1
t' yCem I I �I— �cs • 9
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500000
':::'{%•. ! I `\ % tt �� FEET
1 [522 � • k 1
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Store

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EK
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Pr.

5AI•`iPLE COLLECT I014
A. Liquid Manure Slurry
1. Under -slotted -floor pit
a. use a length of 112" conduit open on one end and that can be
easily sealed on the other end (e.g., by placing one's thumb
over the end of the conduit).
b. With both ends of the conduit open, extend .it into the. manure
to the pit floor.
c. Seal the upper end of the conduit trapping the -manure that has
entered the lower end, remove and empty into a bucket or container.
c. Collect samples from at least 5 locations or at least enough
for a total of I quart of slurry.
e. Thoro_ughly mix this slurry and empty approximately 1/2 pint
into sample container.
2. Exterior storage basin or tarn:
a. Make sure the manure has been well mixed or homogenized with a
liquid manure chopper -agitator pump or propeller agitator.
b. Take samples from approximately 5 locations in the pit, from the
agitator pump,' or from the, m�bure spreader and pl ace. in a bucket.
c.: Thoroughly mix and empty IY2-6int into sample container.
II. SAMLPLE PREPARATION AND TRANSFER '
A. Place the sample for analysis into a flexible or expandable container that
can be sealed. The container should be rinsed clean with water and free
of any residues but should not be chlorinated or treated in any other way.
Dry litter may also be placed in a sealed plastic bag such as a freezer bag.
B. The sample should be refrigerated, iced or cooled, if possible, or trans-
ferred to the lab immediately.
C. Hand -delivery is the most reliable way of sample transfer, but it carp
be mailed.
D. If mailed, sample container should first be protected with a packing material
;uch as newspaper, then Boxed or packaged with wrapping paper and -taped.
E. The
NCDA Plant Analysis Lab
provides this .service for a
nominal fee of
�4
per sample which should
be forwarded along with the
sample.

PSWCD 2
Z". I - I Y se S bC 0 el rmut�:
R L qWeSt that �,S a I'til
1. Total nitrogen (TICK)
'2. Ammonia nitrogen NHK)
3. Total phosphorus �TP}�
4. Potassium (K)
5_ Dry litter samples should also include a total solids (TS) analysis.
G. Other analyses performed at no extra cost by KCDA include trace minerals.
I.

PSWCO 2
B. Lagoolt 'L : qui d
1. Collect approximately 1/2 pint of recycled Magoon liquid from the
inflow pipe to the flush tanks.
2. From lagoon
a. Place a small bottle (1 /2 pint or less) on the end of a 10--15
foot long pole.
b. Extend the bottle 10-15 feet away from the bank edge.
c. Brush away any floating scum or debris so it is not collected
with sample.
d. Submi:erge the battle within 1 foot of the liquid surface.
e. Repeat at approximately 5 locations around the lagoon, place
into a bucket, thoroughly mix, and empty 1 pint into sample
container.
3. From a multi --stage lagoon system collect sample from lagoon that
is going to be irrigated from.
II. SjV4PLE PREPARATION AND TRANSFER
A. Place the sample for analysis into a flexible or expandable container that
can'be sealed. The container should be rinsed clean with water and Free
of any residues but .should not be chj or: i nated or treated -in any other way.
Dry litter may al�o'be placed zn deal-ed plastic bag such as a freezer bag.
9. The sample should be -refrigerated, iced or cooled, if possible, or trans-
ferred to the lab immediately.
C. Hand --delivery is the most reliable way of sample transfer, but it can also
be mailed-
D. If mailed, sample container should first be protected with a packing material
such as newspaper. then.buxed or packaged with wrapping paper and taped.
E. The N'CDA Plant Analysis -Lab provides this service for a -nominal fee of
$q per sample which should be forwarded along with the sample.
1. Address: v_ C. Department of Agriculture
Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
Raleigh, NC 27511
n14: (919)
*,,,n: Dr. °vy Campbell

ANIMAL WASTE UTXLIZATXON PLAN
ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only 3f additional land has to be leased, etc.)
1, L-rN W0,90 T00 O5
, hereby give
permission to apply animal waste from.his Waste Utilization System
on' 25tacres of my land for the duration of time shown below.
The field(s)' on which waste can be applied are shorn on the
attached map. t e-r 7e76 0 A-s i urAUTwr> oN Al-r*c-8+6M A4A p
1 understand that this waste contains nitrogen, phosphorous,
potassium, and other trace elements and when properly applied
should not harm my land or crops. l also understand that the use
of waste will reduce my need for commercial fertilizer.
Adjacent Landowner —
Date: .J - n - %J
Waste Producer: Date: 3-a71
Technical Representative: - -� Date: 24M q9
SWCD Representative: Date:
Term of Agreement: , 19_ to
(Minimum of e'en Years'on Cost Shared items)
(,See Required specifirgAW
12-?'
Paexpe '19.

Is
t
,k_-; is •-. • �_ � f?.
'i�L�' .t � r,r,ri�i•,-�'i - �1� r• t 7ti•.:`Y,y`�;�.::''��:re � .'•s�''1
Cis
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TABLE OF IRRIGATION! LANES
EffecWe date as of =4199
Mack Jones
HYDRMTS
1-A
1-B
2-A
2-B
3-A
3-B
Total Acres
ACRES
2.61
2,61
3.16
3.18
3.72
3.72
19.02

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TABLE OF IRRIGATION ! AN E$
Effective date as of 3/24199
Mack Janes
HYDRANTS
ACRES
1-A
2.61
1-B
2V
2-A
3.18
2-B
q.16
3-A
3.72
3-B
3.72
Total Acres 79.�2

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A
EMERGENCY ACTION PLAN
PHONE NUMBERS
Division of 'Water Resources (DWR)
Emergency Management System (EMS)
Soil and Water Conservation District (S WCD)
Natural Resources Conservation Service (NRCS)
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be posted in an accessible location for all employees at
the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
a. Lagoon overflow -possible solutions are:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entcring lagoon.
b. Runoff from waste application field -actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage ,from the waste pipes and sprinklers -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
I November 23, 2016

d. Leakage from flush systems, houses, solid separators -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house, flush systems, or solid separators_
5) Repair all leaks prior to restarting pumps.
e. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks- possible action:
1) Dig a small sump or ditch away from the embankment to catch all seepage, put in
a submersible pump, and pump back to lagoon.
2) If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
3) Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible_
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 noted, 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 of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWR regional office, phone number:
. After hours, emergency number: 1-800-858-0368. Your phone call should
include: your name, facility, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of the
spill, weather and wind conditions. The corrective measures that have been under
taken, and the seriousness of the situation.
b_ If spill leaves property or enters surface waters, call local EMS, phone number:
Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number-
2 November 23, 2016

2) local SWCD office, phone number:
3) local NRCS office, phone number:
4. if none of the above works call gl 1. or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off site
damage.
a.
b.
C.
Contractors Name:
Contractors Address:
Contractors Phone_
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer,
etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWR 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.
3 November 23, 2016

Murphy -Brown, LLC
Grower(s):
Farm Name:
2/22/2024 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Dare Uzzell
Uzzell Bros
County: Du lin
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish 3380
Feeder to Finish
Gilts
Boars
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft3, tons, etc.):
Capacity Type Waste Produced perAnimal Total
Farrow to Wean
3203 gal/yr
gal/yr
Farrow to Feeder
3861 gal/yr
gal/yr
Farrow to Finish
10478 gal/yr
gal/yr
Wean to Feeder
191 gal/yr
gal/yr
3380
Wean to Finish
776 gal/yr
2,622,880 gal/yr
Feeder to Finish
927 gal/yr
gal/yr
Gilts
1015 gal/yr
gal/yr
Boars
2959 gal/yr
gal/yr
Total 2,622,880 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced perAnimal Total
Farrow to Wean
3.84 Ibs/yr
Ibs/yr
Farrow to Feeder
6.95 Ibs/yr
Ibs/yr
Farrow to Finish
18.86 Ibs/yr
Ibs/yr
Wean to Feeder
0.34 Ibs/yr
Ibs/yr
3380
Wean to Finish
1.8 Ibs/yr
6,084 Ibs/yr
Feeder to Finish
1.67 Ibs/yr
Ibs/yr
Gilts
1.83 Ibs/yr
Ibs/yr
Boars
5.33 Ibs/yr
Ibs/yr
Total 6,084 Ibs/yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 19.02
Total N Required 1st Year: 7027.89
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 7,027.89
Total Nitrogen Produced by Farm: 6,084.00
Nitrogen Balance for Crops: (943.89)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of11

�I���I���I���I���I�

I���I���I���I���I���I�

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Description -Harvested As
A
Barley
Grain Crop
B
Grazed Hybrid Bermudagrass
Pasture/Grazed
C
Hybrid Bermudagrass Hay
Hay
B/C
Comb. Hybrid Bermudagrass
Graze/Hay Combination
D
Corn - Grain
Grain Crop
E
Corn - Silage
Silage
F
Cotton
Cotton Lint
G
Grazed Fescue
Pasture/Grazed
H
Fescue Hay
Hay
I
Oats
Grain Crop
J
Rye
Grain Crop
K
Grazed Overseed
Pasture/Grazed (Seeded in Bermudagrass)
L
Overseed Hay
Hay (Seeded in Bermudagrass)
M
Grain Sorghum
Grain Crop
N
Wheat
Grain Crop
O
Soybean
Grain Crop
P
Pine Trees
Pine Trees
S
Small Grain
Grain Crop/ Hay (After Grain Crop)
CC
Cover Crop
Not Harvested; Burned/Disked In
SWG
Swithgrass
Biomass Crop
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN/yr/animal Farm Total/yr
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
0.07
3380 Wean to Finish
0.27 912.6
Feeder to Finish
0.34
Gilts
0.39
Boars
0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 912.6 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 4563 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 15 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 36.504 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
*This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
in/hr
* inches
70760
1A
AuB
K
0.6
1
70760
1 B
AuB
K
0.6
1
70760
2A
AuB
K
0.6
1
70760
2B
AuB
K
0.6
1
70760
3A
AuB
K
0.6
1
70760
3B
AuB
K
0.6
1
6of11

Additional Comments:
7of11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: Uzzell Bros
Owner: Dare Uzzell
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner:
Signature:
Dare Uzzell
Name of Manager (if different from owner):
Signature:
Date
Date
Name of Technical Specialist:
Eve H. Honeycutt
Affiliation:
Shady Grove Ag Services
Address:
1682 Shady Grove Church Rd
Snow Hill, NC 28580
Telephone:
252-521-1706
Signature:
Date
8of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land
application. Any discharge of waste which reaches surface water is prohibited.
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 Utilization Plan when there is a change in the operation, increase in the
number of animals, method of application, recieving crop type, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based upon soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of
applications for other nutrients.
4 Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but less
than 10 tons per acre per year provided grass filter strips are installed where runoff
leaves the field (See USDA, NRCS Field Office Technical Guide Standard 393 - Filter
Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation
tilled crops or grassland, the waste may be broadcast provided the application does not
occur during a season prone to flooding (See "Weather and Climate in North Carolina"
for guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not
cause drift from the site during application. No ponding should occur in order to control
odor and flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 than 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
discharge or by over -spraying. Animal waste may be applied to prior converted cropland
provided the fields have been approved as a land application site by a "technical specialist".
Animal waste shall not be applied on grassed waterways that discharge directly into water
courses, and on other grassed waterways, waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site.
16 Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc., shall not
be discharged into the animal waste management system.
10 of 11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 soil shall be
monitored and alternative crop sites shall be used when these metals approach excessive
levels. pH shall be adjusted and maintained for optimum crop production. Soil and waste
analysis records shall be kept for a minimum of five years. Poultry dry waste application
records shall be maintained for a minimum of three years. Waste application records for all
other waste shall be maintained for a minimum of five years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
11 of 11

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