710027_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 71-0027 Certificate Of Coverage Number: AWS710027
2. Facility Name: Fennell Nurser. 3
3. Landowner's Name(same as on the Waste Management Plan): Jason Fennell
4. Landowner's Mailing Address: 691 Little Kelh Rd
City: Rock v Point State: NC Zip: 28457-8717
Telephone Number: 910-470-0510 Ext. E-mail:
5. Facility's Physical Address: 4277 Little Kelly Rd
City: Rock\ Point State: NC Zip: 28457
6. County where Facility is located: Pender
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"):
10. Operator Name(OIC): John S.Hu ins Phone No.: 910-231-1241 OIC#: 996424
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-Wean to Feeder 2,600
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultn
Gilts Other Non Laying Pullet
Other Layers

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: ���� Title: I�
Signature: _ Date: 7'
Name: _ Title:
Signature: _ Date:
Name: _ Title:
Signature: _ Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

2 5 1994
l hL . 5 '994
-Iii ■
POST OFFICE BOX 759 • ROSE HILL,NORTH CAROLINA 28458
[phone]
July 13, 1994
Mr. Jeff Raifsnider
District Conservationist
USDA - Soil Conservation Service
PO Box 248
Burgaw, NC 28425
Re: Kenneth Peay-2600 Nursery
Dear Mr. Raifsnider:
Enclosed for your review is the completed Animal Waste Management
Plan for the above referenced swine farm. Specific items included
in this package are as follows:
- Location Map
- ASCS Tract Map
- SCS Soil Survey Map
- SCS Soils Investigation Report
- Lagoon Calculations Spreadsheet
- Operation & Maintenance Plan for Lagoon
- Construction Specifications for Lagoon
- Site Seeding Requirements
- Earthwork Calculations
- Waste Utilization Plan (***N/A for contract growers***)
- Site Plan with Construction Details
It is my understanding that the Waste Utilization Plan for this
farm will be developed for the grower by your office.
Please contact me at (910) 289-2111, ext. 529 if you have any
questions concerning this package.

Sincerely:
M. Kevin Weston
Engineering Technician
MKW
Enclosures
cc: File
Kenneth D. Peay (complete package)
Roger Wells, Murphy Farms Construction Dept. (site plan only)

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SCS-FNG-539 U. S. DEPARTMENT OF AGRICULTURE
Re. S-n SOIL CONSERVATION SERVICE
—' SOIL INVESTIGATION. TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NA ±!g DISTRICT
DATE 7ylan�li COUNTY
S.C.S. PHOTO SHEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES L
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIU:rIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approz scale 1"= feet)
Locate reference point in center fine of dam and Identify on sketch.
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SHOW BORING TMBER AND PROFILE
DEPTH M e and flst dam-site tvillway borfnPt Pint•th panded ore and borrow pit borfno •sewrcM with 1 nd fine.
ontinued an back uh nece Z Show water able elevations on darn•site bortnos.
SCALE
' ,1,,,t 2 3 4 f 5 6 7 8 9 10 11 12 13 14 15 6 17 18 19 20 21 22 23 �
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BORINGS MADE BY SIGNATURE & T=
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TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
UNIFIED,CLASSIFICATION
USDA CLASSIFICATION
GW-Well graded gravels; gravel, sand mix
GP-Poorly graded gravels g-gravel
GM-Silty gravels; gravel-sand-silt mix s-sand
vfs-very fine sand
GC-Clayey gravels
gravel-sand-clay mix sl-sandy Ioam
SW-Well graded sands; sand-gravel mix
SP-Poorly graded sands fsl-fine sandy loam
SM-Silty sand 1-loam
SC-Clayey sands; sand-clay mixtures gi-gravelly loam
si-silt
ML-Silts;silty,v.fine sands;sandy or clave silt
CL-Clays of low to medium plasticity y sii-silt.loam
CH-Inorganic clays of high plasticity Cl-Clay loam
MH-Elastic silts sic,-silty clay loam
OL-Organic silts and silty clays, Iow lastici scl-sandy clay loam
'OH-Organic clays, medium to hi p sic-silty clay
high plasticity c-clay
1. Suitable material for embankment is availableyeQ
• rw+rrr side! NO (Jndicatr wArn focat.v on the rkrtcA on
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J� r 3 r 3",,8.�6 `f p• ,� A a..,r,,. �1�"'•�rj��a�e�kry *�'u' .1 ..( *.� ��.n

3
Operator:KENNETH PEAY County: PENDER Date: 06/17/94
Distance to nearest residence (other than owner) : 1500. 0 feet
I. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
2600 head (wean to feeder) x 30 lbs. = 76000 lbs
Describe other 0
Total Average Live Weight = 78000 The
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 78000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
-{. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 240. 0
Inside top width (feet)---------------------- 110. 0
Top of dike elevation (feet) ----------------- 100. 4
Bottom of lagoon elevation (feet) ------------ 90. 4
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3. 0 1
Total design volume using, prismoidal formula
SS/END? SS/END2 SS/SIDE? SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3. 0 234. 0 104. 0 9. 0
AREA OF TOP
LENGTH * WIDTH =
234. 0 104. 0 2433G (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
180. 0 50. 0 9000 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
207. 0 77. 0 63756 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
24336. 0 63756. 0 9000. 0 1. 5
Total Desiqned Volume Available = 145638 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
240. 0 110. 0 26400. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 26400. 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 = 78000 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 142480 gals. or 19048. 1 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
Volume = 0. 0 cubic feet per CF
-C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 15400. 0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 8. 0 inches / 12 inches per foot DA
Volume = 17600. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048 cubic feet
5B. 0 cubic feet
5C. 15400 cubic feet
5D. 17600 cubic feet
TOTAL 52048 cubic feet
S. SUMMARY
Temporary storage period____________________>
Rainfall in excess of evaporation=====______> 180 days
7• 0 inches
25 year - 24 hour
Freeboard------------------------ 8. 0 inches
--------------------- ------- __>Side 1. 0 feet
slopes__________ >
Inside top length_________________________ _ . 0 : 1
-__> 240. 0 feet
Inside top width________________________
110. 0 feet
Top of dike elevation_____________ _ _
Bottom of lagoon elevation__________________ 190. 4 feet
_
Total required volume_______________________ 0• 4 feet
Actual design > 130048 cu. ft.
Seasonal high watertable elevation (SHWT) ===> 14 93. 4 cu. ft.
4 feet
Stop pumping elev. _____________ 96. 6 feet
Must be > or = to the SHWT elev. __________> 93. 4 feet
Must be > or = to min. req. treatment el. => 9G_. 4 feet
Required minimum treatment volume=====______>
Volume at stop pumping elevation=====_______> 85164 cu. ft.
Start pumping elev. _________ 98. 5 cu. ft.
Must be at bottom of freeboard & 25 yr. rainfall feet
Actual volume less 25 yr. - 24 hr. rainfall==> 126038 cu. ft.
Volume at start pumping elevation=====______> 124548 cu. ft.
Required volume to be pumped________________>
Actual volume planned to be pumped=====-____> 39365 cu. ft.
Min. thickness of soil liner when re q uired==> 3 1. 5 feet
ft.
et
DESIGNED BY : a&oL
� .00.
y U APPROVED BY: �
DATE: 711I/Gl 7 DATE: 7/j
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS

Operator: _______--______—______--_=====KENNETH PEAY
Counter.== ===========================SENDER
late:===_______=____________________ 17f94
aist_to nearest residence (other than owner)- 15-00 fr_
souls farrow to finish):===
sow (ftrrowtof r): ):___ _______________:-•
head (finistintl only):
sows (farrow to wean):===__
head (wean to feeder):===__ _______________ 2600
A._-
Avt, LIYe i�FGi�j1IL 101 0111 oper$t`tolfiitlr�.�===
Storage volume for Mudge accum. (cu. ft.):_
Treatment Volume (min. 1 cu.ft.Ab.)===___= • 1.0
25 Year — 24 Flour Rainfall (in.)===_________ 8.0
Rainfall in excess of evaporation (in.)===__ - 7.0
Drainage area of buildings& ion (sq. i1t)_
V-1 irrie L+fwash Itar( Ilon t y
Temporary storage period (days)_____________-• 130
Freeboard :________________________= 1.0
Side slopes (inside lagoon):================--- 3.0 :1
iiILAUCiC3p iGclCJL11 (ll,:____________________: G i 1.t
In-ci-tcnwitftth 1100
Top of dike elevation (it):________________ • 100.4
Bottom of lagoon elevation (ft.):===_______= • -90.4
Geasonai high water table(SHW T) eiev-(fL):=:-• 93.4
ti..,.,.r_ ....
Ivtcae r��uuc�a�V1lsella.----- ------- a V-rtJ�,;.Li_ IL. 1 u . a.
Anti tal ci—.ign volt j me-===___ ______= 14 M c11-ft
Stop pumping el.(:, or = to 93.4 ft.Sl WT) 96.6
(> or = to 96.4 ft-Min)
Required minimum treatment volume: cu.ft w'rTP.MT.VOL O.K."
W-lVVILiI ire CLL:XLViJ tJldl IIVII Ig VI'=VCX IVI 1. 5}-}14?4 E..4.�.-iL 1 V',:F.£1 i�
Stan Dumping elev.:______________________ 98.5
Volume at Mart pumping elevation: 124W cu.fi. **STORM STOP. Oil..'
Actual volume less 25yr-124hr rain: 1280,38 cu.f[_ 1 .800/o
NOTE: Verify that temp. storage is adequate:
Peg, volume to be pumped:====:-- 34448 cu.ft **TE1114P. VOL Of:.**
Actual volume to be pumped:== 5 cu.ft. 114.270/o

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
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 98. 5 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 96. 6 . This temporary
storage, less 25 yr- 24 hr storm, contains 34448 cubic feet or
257672 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.
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 of Environ-
mental Management, has the responsibility for enforcing this law.

-
. .
SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT CAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
--------------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, spd 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 fou ` ation 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
6 inches in diameter, and other objectionable 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 bF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 5 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
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over
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
CONSIDERATIONS.

'-
' ~
SHEET 2 OF 2
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 speded
to the planned type of vegetation as soon 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 encountebed, the tile' will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1. 5 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 1 TO MARCH 30
0. 0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
90. 0 LBS. 'PENSACOLA.' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO JUNE 15
12. 0 LBS. HULLED COMMON BERMUDA GRASS AT 6 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0. 0 LBS. U-NHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0. 0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1500. 0 LBS. OF 10-10-10 FERTILIZER ( 1000 LBS. /ACRE)
3. 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
150. 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 TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE' OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Kenneth Peay Nursery County: Pender
Address: 4277 Little Kelley Rd.
Rocky Point, NC 28457 Date: 12/3/2004
Telephone: [phone]
Table 1 -Field Zpecifications
Approximate
Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil T pe Slope % Crop(s) In/hr) (inches) Comments
1A 2.10 NoB <5 Row Crops 0.4 1
1 B 0.84 NOB. <5 Row Crops 0.4 1 *change of arc required
1 C 2.87 NoB <5 Row Crops 0.4 1
1 D 0.91 NoB <5 Row Crops 0.4 1 *see map for stop pull location
2A 2.15 NoB <5 Row Crops 0.4 1
26 1.05 NoB <5 Row Crops 0.4 1 `change of arc required
8 2.68 NoB <5 Row Crops 0.4 1
9 2.52 To <5 Row Crops 0.4 1
s`oz It gad

Sheet2
TABLE 2 -Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 25A AgRain Traveller
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Pull No. (ft/min) (in/hr.) Width(ft.) Length(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments -Acres per pull
1A 1.62 0.41 196 335 272 0.8 55 110 330 2.10
1 B 1.95 0.69 138 165 272 0.8 55 110 180 0.84
1 C 1.62 0.41 196 505 272 0.8 55 110 330 2.87
1 D 1.62 0.41 212 62 272 0.8 55 110 330 0.91
2A 1.62 0.41 196 345 272 0.8 55 110 330 2.15
2B 1.95 0.69 136 235 272 0.8 55 110 180 1.05
8 1.62 0.41 196 463 272 0.8 55 110 330 2.68
9 1.62 0.41 196 427 272 0.8 55 110 330 2.52
15.12

Sheet4
TABLE 4- Irrigation System Specifications
Traveling Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler m 136.5
Operating Pressure at Pump (psi) 123.2
Design Precipitation Rate (in/hr) 0.34
Hose Length (feet) 880 xxxxx xx
Type of Speed Compensation Mechanical XXXxUUU(
Pump Type PTO, Engine, Electric) Engine
Pump Power Requirement (hp) 17.8
TABLE 5=Thrust Block Specifications
THRUST BLOCK
LOCATION AREA (sq. ft.
90 degree bend 3.29
Dead End 2.333333333
Tee 1.63
Gate Valve 2.333333333
45 degree bend 1.77
Page 10

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Murphy-Brown, LLC
Address: 1635 W.Wards Bridge Rd. Warsaw, NC 28398
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations,pipelines,thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump,traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 50'or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This design is intended to add underground 4"Class 200 PVC piping to replace the use of above ground
aluminum piping for pulls.2A, 8, and 9 for this farm. This work is detailed on the working drawing attached
to this design. Existing piping exists as shown, and is Class 200 piping as well. Pulls 8,9 have been
optional for use in the past, but are now incorporated into this plan as required. All applicable setbacks
in place at the-time of farm construction, and at the time of the addition of pulls 8,9 have been noted on
the working map. They include, 1 00'from waterwell, and 75'from a public right of way.
The producer is familiar with the operation and maintenance, setup, winterization, ect... of the equipment
used in this design. Any questions should be referred to the irrigation dealer, or irrigation designer.
This farm is separate from the Jimmy Peay Nurseries 1&2. It is under separate ownership, and, therefore,
can not be legally connected to the other irrigation system.

Sheet?
CALCULATIONS
Sorinkler Soecifications
Sprinkler Type: Nelson 100
Nozzle Size: 0.8 inches
Sprinkler Pressure: 55 psi a 70 %tea-/oX =02
Flowrate(GPM): 136.5 gpm
Wetted Diameter: 245 feet
Lane Spacinus
Desired Spacing (%): 70 % X ay5"= 1 /.S-ok
Design Spacing(feet): 171.5 feet
Actual Spacing (feet): 180 feet
Actual Spacing (%): 73 % - Used
Application Rate
Application Rate = (96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate= 0.34 in/hr
300 degree arc= 0.41 in/hr
220 degree arc= 0.56 in/hr
180 degree arc= 0.69 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app. (in.)= 0.75 inches
300 degree arc= 1.62 ft/min
220 degree arc= 1.95 ft/min
180 degree arc= 3.25 ft/min
Mainline Velocity
Velocity = .408 x Flowrate/pipe diameter squared feet/sec.**
**For buried pipelines,velocity should be below 5 feet per second
Pipe size: 4 inches
Velocity= 3.48 ft/sec.
Page 13

Sheet7
Maximum Mainline Friction Loss
Most distant hydrant: 8
Total distance: 2280 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 1.03 feet/100 feet
Max. Mainline Loss = 23.4 feet or 10.1 psi
Total Dynamic Head
Sprinkler Pressure: 55 psi
Loss through traveller: 50 psi
Elevation head: 0 psi
Mainline loss: 10.1 psi
Suction head and lift: 2.2 psi
5%fitting loss: 5.9 psi
TOTAL(TDH) = 123.2 psi or 284.6 feet
Horse ower Required
Horsepower= Flowrate x TDH(feet)/3960/Pump effeciency
Pump Description: Berkeley B3J
Pump Efficiency: 55 %
Horsepower Required: 17.8 Hp
Thrust Blockin
Thrust Block Area =Thrust/Soil Bearing Strength
Thrust: 2800 feet
Soil Bearing Strength: 1200 feet
End Cap: 2.3 ft2
90 degree elbow: 3.3 ft2
Tee: 1.6 ft2
45 degree elbow: 1.8 ft2
Ph)e Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 123.2 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
Page 14

Sheet?
NPSHA: 20.4 *29-6-2.2-.4
NPSHR: 6 *from pump curve
If NPSHA>NPSHR OK
Page 15

Sheet8
ACREAGE CALCULATIONS
Pull# Width Length Start End Stop End Pull Acres
1 A /g( 335 0.325 0.2
1B z•bZ
138 165 01181 0.135 0.84
1C 505 0.325 0.27 .2-$-7-
ID a•75
62 0. 31 0.275
2A 106 345 0.325 0. 1
213 136 235 0.18 01357 1.051
8 /$6 463 0.325 0.27 a �
9 427 ,�0.325 0.27 2:�1' a,yZ
444
.b0
I
I
I i
S i
X o2 ids = /86 �A q r �t-� o � �rr,' K Xtj�-�
cJ q J
Page 16

Kifco T21A, T23A, T25A & T27A Page 1 of 2
C t�P/Z
Ak I �
Kifco Products
ASeries Water-Reels®
B-Series Water-Reels®
Water-Winch®Junior
PTO Pumas '
Slurry Pumps
Hose Clamps - I°
Repair Parts
Manuals
Performance Guide & Specifications
Product Uses Agriculture T21A, T23A, T25A & T27A
Horse Arenas&Pastures
Dust Control
Athletic Turf Select a Product •
Golf Courses
Cemeteries
Composting Performance Guide
Technical Details _
BSeries Chart System System Sprinkler Width Length Acres
ASeries Chart Model Flow Rate Inlet Press're Irr(aced Irrigated w/1"in
Merles Chart (GPM) (PSI) (PSI Ft Ft 5 Days
60 77 50 150 735 15
Request Info T21A 70 92 60 155 738 18
Call for Your Nearest with Nelson 80 99 60 160 740 20
Dealer: I SR 100R 90 106 60 165 743 23
Sprinkler 100 113 60 170 745 26
[phone] 110 122 60 175 748 28
T23A 80 87 60 155 677 20
Kifco with Nelson 90 92 60 165 682 23
SR 10OR 100 96 60 170 688 26
707 S. Schrader Ave. 120 115 70 180 690 31
Sprinkler 140 127 70 190 695 36
P.O. Box 290
Havana, IL 62644 USA T25A so 87 so 160 i981
20
Phone: [phone] with Nelson ioo 94 so 170 26
SR 10OR 120 106 60 180 31
Fax: [phone] Sprinkler 1ao 126 70 190 3s
160 140 70 200 41
110 89 60 170 900 28
T27A 120 92 60 180 910 30
with Nelson 140 110 70 190 915 36
SR 10OR 160 188 70 200 917 41
Sprinkler 180 127 70 205 920 46
200 138 70 210 925 51
Specifications
Model T21A T23A T25A T27A
PE Tube I.D. (in) 2.1 2.3 2.5 2.7
PE Tube Length (ft) 660 600 880 820
Dry Weight (Ibs) 1800 1800 2800 2800
Weight with Water(Ibs) 2800 2800 4500 4500
Tire Size - 155 R14 - - 175170 R14-
Shipping Dim (ft- in)
httn•//umruj lrifcn html 12/6/2004

Kifco T21A, T23A, T25A & T27A Page 2 of
Length (w/o Gun Cart) 9-8 9-8 11-8 11-8
Width 5-10 5-10 6-9 6-9
Height (on wheels) 6-10 6-10 7-11 7-11
Copyright©2002, Kifco
Water-Reel® is a registered name belonging to Kifco
http://www.kifco.com/aseries2-tech.html 12/6/2004

BERKELEY PUMPS CURVE 4117
DATE 3-1-88
TYPE "B" RATING CURVES PAGE 2.02
SUPERSEDES-
ENGINE DRIVE Curve 4117 Page 2.02
0 r Dated 4-1-85
CAN.: m-ww C.I. P-mmo, 11-1863 m.ch.No. H-1863 VARIOUS R.P.M. Cycl*e
impow mm.,w C.I. Pa.m.. L-3001 m.ckme. L-3038 Dla. 13-1/2" FULL T.O.&L for I
MAXIMUM WORKING PRE55unE 247 PSI
30
........ .1.34A -4. T
T:
7� ......... 7.
J: -4
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4-. 1 1 H.A+A 1.11 20
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r 141--4.
+
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F I Acmc-�-
Ni 600 " L0PRI 1--
7 . ; . z
.... 77 + 41 t1 t
.4
500 ?
lu
. ..........
q
400 _2_470 RPM - A A....
z
T ......
-----------....... ...... ...... .....
200-RPM, ..................
:7
R 300 ---.L—
z .... ........
:.T'
..........
.6
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ct)
ie P
200
RPM,
0
........... J.,1:1........ .......
+ =7'
100
................
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............... tti:..:
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'TOSL
T.
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7
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0 100 200 300 400 500 600 700 900 900 1000 1100 12M
CAPAdrry IN U.S.GALLONS PER mmun
C-7048 8—do- T-2554 5up.r..d.9 c-7048 04"d 10-27-71 D"'3-29-72 MODEL B3JQBM
C..q: m.t.,I.l C.I. Pot.No. H-1939 MACII.N& H-1939 VARIOUS R.P.M. - cycloo
Imp.11w M.1.0.1 C.I. PAIL No. M-2319 Mach.N.. M-4821 wt. 10-7/1611 FULL T.O.S.L."for I...h­Ia,.1
MAXIMUM WORKING PR E 33 UR E 266 Psi WIG M-2[]
30
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400 ----- ---- 0
�7
300C 014 w-I..*: .. .................. .
A
..... ......
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300 ........ ........... 77-- 77
c 250 .......
. .......... ......... .......I.. ......
-j .... ... .............
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'90
...... ......
m
... ........ ........... ......
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50
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0 L
0 100 200 300 400 500 600 700 800 900 1000
CAPACITY IN U.S.GALLONS PER MINUTE

►.ar'Nff,fON 100 SERIES BIG GUN° PERFORMANCE - U.S. UNITS
100 TAPER BORE NOZZLE 100T
100T-Specify size when ordering
Flow Path
0.50" 0.55" 0.60" 0.65" 0.70" 0.75" 0.80" 0.85" 0.90" 1.0"
9309-050 9309-055 9309-060 9309-065 9309-070 9309-075 9309-080 9309-085 9309-090 9309-100
PSI GPM DIA.Fr. GPM DIA Fr. GPM DIA.FT GPM DIA Fr GPM DIA.Fr GPM DIA_FL GPM DIA.FL GPM DIA Fr. GPM DIA.Fr GPM DIA.Fr.
40 47 191 57 2021 66 213 78 222 91 230 103 240 118 250 134 256 152 262 - -
50 50 205 64 215 74 225 87 235 100 245 115 256 130, 265 150 273 165 280 204 300
60 55 215 69 227 81 240 96 250 110 260 126 270 143 280 164 288 182 295 224 316
70 60 225 75 238 88 250 103 263 120 275 136 283 155 295 177 302 197 310 243 338
80 64 235 79 248 94 260 110 273 128 285 146 295 165 305j 189 314 210 325 258 354
90 68 245 83 258 100 270 117 283 135 295 155 306 175 315 201 326 223 335 274 362
100 72 255 87 268 106 280 123 293 143 305 163 316 185 325 212 336 235 345 289 372
110 76 265 92 278 111 290 129 303 150 315 171 324 195 335 222 344 247 355 304 380
100 TAPER RING NOZZLE 100TR COMPONENTS:
Body Taper Ring Cap
100TR=Body+Cap+ 1 Toper Ring #9956-001 #9257-??? #6745
Specify size when ordering
E13 EIDO
Flow Path
0)(D
0.64" 0.68" 0.72" 0.76" 0.80" 0.84" 0.88" 0.92" 0.96"
9257-016 9257-017 9257-018 9257-019 9257-020 9257-021 9257-022 9257-023 9257-024
PSI GPM DIA.Fr. GPM DIA Fr GPM DIA.Fr. GPM DI&Fr. GPM DIA.FT. GPM DIA.FE GPM DIA.Fr GPM DIA.Fr. GPM DIA.Fr.
40 67 212 76 219 86 225 98 233 110 242 125 250 136 254 151 259 166 275
50 75 224 85 231 97 240 110 250 123 258 139 266 152 271 169 279 185 288
60 83 239 94 246 106 254 120 264 135 273 153 261 167 286 186 294 2113 303
70 89 249 101 259 114 268 130 277 146 286 165 295 180 300 200 309 219 320
80 95 259 108 269 ' 122 278 139 288 156 297 176 306 193 313 214 324 1 235 336
90 101 268 115 278 130 289 147 299 166 308 187 317 204 324 227 334 249 345
100 107 278 121 288 137 298 155 308 175 318 197 327 216 334 240 344 262 355
j 110 112 288 J 127 298 143 308 163 317 1 183 326 207 336 226 342 251 353 275 364
100 RING NOZZLE 100R COMPONENTS:
10011= Body+Cap+Set of 7 Rings Body Ring Cap
#9956-001 #6738-Zt
Specify size when ordering #7872
Complete set of 7 rings only=#6847 III O
Ea EI�� �(v)� :Flow Path
0.71" 0.77" 0.81" 0.86" 0.89" 0.93" 0.96"
6738-071 6738-077 6738-081 6738-086 6738-089 6738-093 6738-096
PSI GPM DU Fr GPM DIA.Fr. GPM DIA.Fr GPM DIA.Fr. GPM DIA.FT, GPM DIA FT GPM DIA.Fr.
40 66 208 78 . 212 91 215 103 224 11,8 235 134 238 152 242
50 74 220 88 225 100 230 115 240 129 250 150 255 167 260
60 81 235 96 240 110 245 125 260 141 270 164 275 183 280
70 88 245 104 250 118 260 135 275 152 290 177 295 198 300
80 94 255 ill 265 127 275 145 285 163 300 j 189 305 211 315
90 99 265 1'l7 275 134 285 154 295 173 310 201 315 224 325
100 105 270 124 260 142 295 162 305 182 320 212 325 236 335 ��
110 110 275 l 130 290 149 305 170 315 191 325 222 335 248 345
Di—t—ar.bo..d—24'tmi.dory.Big Gun•p.Aormarx.da.hw been a6toin.d vale,id.ul t.1—66—and mcy 6.a Jv...ly aff.&.d 6y wind poor hyd­k r.emrx.mndtiaro«eth«k.c_.Nd.m I.6g.6—
Carp.ratian m.k..—repr. Nalco.r.gardrq droplet m.dlian wdom9ry;«oppn�ia mim.
Nelson Irrigation Corporation 848 Airport Rd. Walla Walla,WA 99362 USA Tel:[phone] Fax:[phone] E-mail:[e-mail] Web site:www.nelsonirrigation.com

a
General Installation Thrust Blocking 2. The final backfill may then be made In
Recommendations: As with other push-fit rubber gasketed the usual manner, but care should be
Joints, the pipe will not take end thrust taken not to dump large rocks or heavy
FOR GASKET PIPE without restraints. Thrust blocks are Objects on the initial backfill and pipeline.
usually required at dead ends and 3. If the joints and fittings must be left
wherever the line changes direction of exposed while under test, backfill to
Installation 30 degrees or more. within one foot of each side of the joint
1. Thrust blocks shall be placed so that or fitting to prevent deflection of the
Excavation, Laying, Testing, and Back- the bearing surface Is In direct line with pipe while under test pressures.
filling Instructions are usually provided the major force created by the pipe or
bythe EngineerM charge of the project. fitting. Concrete having a compressive
Reference may also be made to Ameri- strength of 2000 psi Is the recommended Testing
can Society for Testing and Materials blocking material, and may be poured
Standard, ASTM D-2774"Recommended -between the simplest of forms and the 1• ALL AIR INTHEPIPELINE SHALL BE
Practice for Underground Installation of undisturbed earth bearing surfaces. BLED OFF CAREFULLY WHILE FILLING
Thermoplastic Pressure Piping." 2.Thrust blocking size maybecaiculated THE LINE WITH WATER FOR TESTING.
as follows: Entrapped air in the line can cause ex-
a)Multiplythe pressure level desired cessive test pressures, and create un-
EXcavation for testing by the value shown in the necessary problems. Air shall be bled
table for thrust on fittings: off at the high spots in the line. Air
1. The trench bottom shall be stable, removal may also be accomplished by
continuous, relatively smooth,and free pushing a foam plug through the line by
of rocks or other objects detrimental to Thrust in Pounds incoming water pressure.
the pipe. It shall provide continuous 2. Test pressures may be 1 r/2 times the
support for the pipe,and bell holes shall designed operating pressure of the
be provided for the bell and spigot Joints, pipeline,but shall not exceed the maxi-
valves, and other system components Size Elbow Elbow Bend Dead
rrTeed mum pressure rating.of the pipe.
that might act as a fulcrum. When made 3. After pressure test and acceptance
through a rock cut, at least 4" of com- 6" 48.74 26.38 13.45 36.10 of testing,the uncovered joints and fit
-
through satisfactory bedding material 8" 82.61 44.72 22.80 61.18 tings shall be initially backfilied with
shall be provided. 10" 128.84 69.47 35.42 95.05 well compacted soil, and then covered
2. The trench depth shall place the pipe- 12" 180.54 77.23 a9.82 il
33.7o with final backfill.
line at least 6"below the lowest recorded 4. Hydraulic pressure testing of the
frost depth, and shall place the pipeline pipeline shall be carried out Initially at
depth at least91" below grade. Intervals not exceeding 500 yards and
3. The trench width at the top of the pipe thereafter at intervals not exceeding
shall be as narrow as practical to allow b)Determine the bearing strength of 1,000 yards.
adequate room for joining the pipe and the soil from the following table:
to allow proper compaction_of-the.sidefili.
--..
Side
BEARING STRENGTH OFSOILS Radius Bends
4. Pipelines shall be cased, Muck peat bridged,or sOa Ib.per Sq.FL Gradual change of direction may be
otherwise protected at locations where t,etc.S o achieved by deflecting or cocking RIEBER
they will be subject to heavy surface an clay 1,000 Joints a maximum of 3 degrees without
loads due to shallow burial. Casing shall Sand 2,000
send and gravel affecting the hydraulic seal of the joint.
3°0° Offsets are made only after the straight
also be used in spanning creeks and Sand and gravel cemented with play 4,0po in line assembly is made. Deflections at
gullies, extending 8 ft. on either side of
d
the creek or gully. Her shale 10,00o the Joint and minimum curve radii (ft.)
obtainable are listed below:
Jointing c)Divide the total thrust on the fitting Degree or
(step a) by the-bearingstren th of t the lion
1. The pipe shall be jointed in the trench, the soil (step b). The result s the at the mint Offset, Inches' Radius,teat
or above ground,in accordance with the square feet of area needed on the 1 4.2" 1,150
Jointing Instructions. face of the thrust block 2 8.3" 572'
2. It is Important that the gasket be clean 3 12.3" 381'
and properly seated,the spigot end well Pipe orfitting, not encase seat haunch the
lubricated, and the bell and spigot ends
aligned correctly in both planes.
3. If Jointing is done above ground,care
should be taken when lowering pip Into Backfilling
the trench that the depth of the Joint entry
remains correct. Check that the depth 1• Place select backfill and compact
of entry mark on the spigot ends is flush under the haunch, along the sides of,
with the face of the bell. Jointing of 6" and over the top of the pipe to a com-
and large pipe is usually done In the trench. Acted depth of at least 6". This backfill
4. AT NO TIME should a back-hoe or shall be soils that allow good compaction
similar device be used to assemble pip. and placed in 6"layers,well compacted.
It shall be free of rocks,frozen clods,or
other hard objects.
-4-
S

F e3Version—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
rvi Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
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.
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
El the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event o"imminent threat of a disease emergency, the State Veterinarian may enact
additional to porary procedures or measures for disposal according to G.S. 106-399.4.
� � I
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

r i
EMEW-JENCY ACTION PLAN
PHONE NUMBERS
DWQ ko —`19(,—I2i5
EMERGENCY MANAGEMENT SYSTEM c tk
SWCD fit 0-ZS`) q 123 X3
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:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
f
1 December 18, 1996

D: Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks-possible action:
a. Dig a small sump or ditch away from the embankment to catch all seepage, put in a
submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon
as possible.
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 DWQ (Division of Water Quality) regional office;
Phone - - . After hours, emergency number: 919-733-3942. 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 - -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number - - , and
local NRCS office for advice/technical assistance phone number - -
1
2 December 18, 1996

4: If none of the above works call 911 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. Contractors Name: s-m kivvjpie.1 S
b. Contractors Address: To Y_ `"Z ,-se t4 j j jWC,
c. Contractors Phone: f r r-• q a —3 i"]1
6: Contact the technical specialist who certified the lagoon(MRCS, Consulting Engineer, etc.)
a. Name:
b. Phone:
7: Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.
i
3 December 18, 1996

4L
1
F��Orr,
Swine Farm Waste Management-Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production Vegetative.or wooded buffers
90pd
commended best management practices
judgment and common sense
Animal body • Dirty manure-covered Dry floors
surfaces animals
Floor surfaces • Wet manure-covered floors Slotted floors
X_';' .
Waterers located over slotted floors
�//eeder4 at high end of solid floors
crape manure buildup from floors
Underfloor ventilation for drying
Manure collection • Urine F3-::quent manure removal by flush, pit recharge,
pits • Partial microbial 'r scrape
decomposition Underfloor ventilation
Ventilation exhaust • Volatile gases an maintenance
fans • Dust I icient air movement
Indoor surfaces Dust ashdown between groups of animals
_erd additives
eeder covers
'7( Feed delivery downspout extenders to feeder
covers
Flush tanks Agitation of recycled lagoon :A"' lush tank covers
liquid while tanks are filling �f E)aend fill lines to near bottom of tanks with
Ati�-siphon vents'
Flush alleys Agitation during wastewater Underfloor flush with underfloor ventilation
conveyance
AMOC -November 11, 1996,page 1

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Settling basin surface . Partial microbial O Extend drainpipe outlets underneath liquid level
decomposition 0 Remove settled solids regularly
• Mixing while filling
• Agitation when emptying
Manure, slurry, or • Agitation when spreading O Soil injection of slurry/sludges
sludge spreader . Volatile gas emissions O Wash residual manure from spreader after use
outlets 0 Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while O Soil injection of slurry/sludges
slurry, or sludge on drying O Soil incorporation within 48 hours
field surfaces O Spread in thin uniform layers for rapid drying
0 V,-ven biological additives or oxidants
Dead animals . Carcass decomposition .. Proper disposition of carcasses Dead animal disposal . Carcass decomposition 0 Complete covering of carcasses in burial Zpits�����4�
pits 0 Proper location/construction of disposal pits
Incinerators • Incomplete combustion 0 S condary stack burners
Standing water • Improper drainage 0 Gra "e and landscape such that water drains away
around facilities . Microbial decomposition of fr facilities
organic matter
Manure tracked onto . Poorly maintained access Farm access road maintenance
public roads from roads
farm access
AMOC -November 11, 1996,page 3

t �r/Y\
Insect Control Checklist for Animal Operations
Source Cause _ _ BMPs to Control Insects
Feed storage • Accumulations of feed Reduce moisture accumulation within and around Site S )ecific Practices
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment(e.g., covered bin for
brewer's grain and similar high moisture grain
roducts)
Inspect for and remove or break up accumulated
_ d6lids in filter stri s around feed stora a as needed
Animal holding areas • Accumulations of animal Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
17,1�aintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
— — - ccumulated so�ona
needed)
Dry manure handling . Accumulations of animal Removes ilia aoutine basis .
systems p g ( g.,
wastes 7-to 10-day interval during summer; 15-to 30-day
interval during winter)where manure is loaded for
and application or disposal
Provide for adequate drainage around manure
tockpiles
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC -November 11, 1996, page 2

EARTHWORK CALCULATION DATA:
METHOD USED: GRID
CUT = 4265 CY
FILL = 3754 CY (ADJUSTED)
NET = 309 CY
CLAY LINER = 797 CY
NOTES: 1. FILL VOLUME HAS BEEN ADJUSTED 10%
FOR SHRINKAGE DUE TO COMPACTION,
2. CUT VOLUME INCLUDES UNDERCUT FOR
CLAY LINER WHICH IS NEEDED FOR THE
HE TOP 3'-5' ACCORDING TO SOILS REPORIT
SHALL
TABLE
FHE SOIL
JTACT
_ SHEET.
1
Y \
1 \ \
- l
\ 0O
0
cp

g8
o
- BENCHMARK PNT # 3
RR SPK IN PINE TREE
N = 4880.7324
E = 51 29 .0104
ELEV. = 98.40
o
�- CONTROL PNT # 10
BURIED REBAR
N = 4836. 1291
E = 5084.0525
ELEV. = 95.98
CA 0
0,76ytl90Gubppps9o0
VPTION FENDER COUNTY DRAWN BY. JHD .•:"`ybCS �°°'
v �
EA
JUNE 28, 1994 CHECKED BY. JNT '•/1�41985
~ay gypµ•« B({V L�rF'i��'k
y v9orp° 'i •

MINIMUM ENTRANCE REQUIREMENTS
15' +/- FROM INSIDE TOP OF DIKE
_ TOP OF DIKE SET TOP OF POST AT TOP OF
_ DIKE ELEVATION
f, .III.-1 I I EI I I=!I -PAINT RED
23"
III-III-I I I_I I 3 1 START PUMP
_
-I 11=I I 1=III=1 I 23" r - - -1/2" DEEP NOTCHES --
-III-III-III_-I I- PAINT WHITE
III-I i-I I I-I END PUMP �__
-I I-III-III-I
PAINT RED
I
i-EEI
!=1 I I-I I I-1 _ 6m x 6" x 8, T
III=III-III=I_ SALT TREATED POST 1•
r-III -III- III- III- `
- -
�II I II I II I I-III - �-
BURY DEPTH
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JIMMY PEAY'S NURSERY SITE TOP OF DIKE ELEV =
\ 1 / BEGIN PUMPING ELEV. _
END PUMPING ELEV. = 96
BOTTOM OF LAGOON = 90
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( IN FEET )
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Pj5jjEREVVISIONS
DESCRIPTION

Nutrient Management Plan For Animal Waste Utilization
12-29-2016
This plan has been prepared for: This plan has been developed by:
Fennell Farms Nursery 1-3 JASON TURNER
Fennell Jason PENDER SWCD
791 Little Kelly Rd PO BOX 248
801 S. WALKER ST.
Rocky Point, NC 28457 BURGAW, NC 28425
910-470-510 910-259-9123 Ext.
4eloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Z
cations concerning animal waste management that are included with
ner) 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-,
Tec ical Specialist Signature Date
------------ ----- -------- -------- ------.....-
923939 Database Version 3.1 Date Printed: 12-29-2016 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5 Swine Nursery Lagoon Liquid waste generated 1,489,800 gals/year by a 7,800 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 3431
Incorporated 5893
Injected 6490
Irrigated 3730
Max. Avail. Actual PAN PAN Surplus,' Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit (lbs) Applied(Gallons) Deficit(Gallons)
Year 1 3,730 38351 -34,621 16,220,068 -14,730,268
Year 2 3,730 50229 -46,499 21,374,375 -19,884,575
Year 3 3,730 33728 -29,998 14,274,246 -12,784,446
----------------------------------------------------------....-----.
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.
923939 Database Version 3.1 Date Printed: 12-29-2016 Source Page 1 of 1

Narrative
On Tract 828 if needed due to addtional application land is needed a small grain cover crop can be
planted. Rates will follow other fields list in this plan. A 20 lb reduction will used when followed by a
soybean crop due to nitrogen carry over.
25'buffers will be used on all ditches and 100'buffer around any drinking wells
----------------------------------------------------- ------------------------------------------------------------------------
923939 Database Version 3.1 Date Printed: 12-29-2016 Narrative 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 Leaching 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
6910 F#1 HW 4.61 4.11 3.0 Goldsboro Corn,Grain 130 bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
7919 HW F#1 45.20 27.50 3.0 Goldsboro Com,Grain 130 bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
Small Grain Cover N/A
7919 HW F#2 9.20 8.00 2.0 Foreston Soybeans,Manured,Full Season 40 bu.
Small Grain Overseed 1.0 Tons
Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
7919 HW F#2 A 9.20 8.00 3.0 Norfolk Soybeans,Manured,Full Season 42 bu.
Small Grain Overseed 1.0 Tons
Com,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
7919 HW F#4 9.67 8.84 2.0 Foreston Soybeans,Manured,Full Season 40 bu.
Small Grain Overseed 1.0 Tons
Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
7919 3W F#5(Mi 9.801 7.90 2.0 lForeston Soybeans,Manured,Full Season 40 bu.
Small Grain Overseed 1.0 Tons
Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
7919 P#8A 4.36 4.36 3.0 Goldsboro Soybeans,Manured,Full Season 45 bu.
Small Grain Overseed 1.0 Tons
Corn,Grain 130 bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
923939 Database Version 3.1 Date Printed 12/29/2016
PCs Page I of 6
NOTE: Symbol *means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
7919 P#813 2.81 2.81 3.0 Goldsboro Corn,Grain 130 bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
Small Grain Cover N A
7919 P#9A 4.37 437 2.0 Foreston• Soybeans,Manured,Full Season 40 bu.
Small Grain Overseed 1.0 Tons
Com,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
7919 P#913 3.13 3.13 3.0 Goldsboro Com,Grain 130 bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
Small Grain Cover N A
7992 HW F#4(P 2.40 2.40 3.0 lWoodington Soybeans,Manured,Full Season 35 bu.
Wheat,Grain 50 bu.
Soybeans,Manured,Double Crop 29 bu.
Com,Grain 110 bu.
Small Grain Overseed 1.0 Tons
7992 HW F#1 PA 5.13 5.13 3.0 Goldsboro Soybeans,Manured,Full Season 45 bu.
Small Grain Overseed 1.0 Tons
Corn,Grain 130 bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
7992 iW F#18 P4 3.62 3.62 3.0 Norfolk Soybeans,Manured,Full Season 42 bu.
Small Grain Overseed 1.0 Tons
Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
7992 HW F#2 1.801 1.80 3.0 Norfolk Soybeans,Manured,Full Season 42 bu.
Small Grain Overseed 1.0 Tons
Com,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
7992 HW F#7 2.50 2.00 3.0 Baymeade Soybeans,Manured,Full Season 25 bu.
Small Grain Overseed 1.0 Tons
Com,Grain 1 60 bu.
923939 Database Version 3.1 Date Printed 1 2/29120 1 6
PCS Page 2 of 6
NOTE: Symbol*means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
Wheat,Grain 35 bu.
Soybeans,Manured,Double Crop 21 bu.
7992 HW F#8 3.00 2.40 2.0 Foreston Soybeans,Manured,Full Season 40 bu.
Small Grain Overseed 1.0 Tons
Corn,Grain 120 bu.
Wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 34 bu.
7992 iW-F#6 H 2.23 2.10 3.0 Norfolk Soybeans,Manured,Full Season 42 bu.
Small Grain Overseed 1.0 Tons
Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
7992 IW-F#6A H 5.27 5.00 3.0 Norfolk Soybeans,Manured,Full Season 42 bu.
Small Grain Overseed 1.0 Tons
Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
7992 1 P#1C 1.601 1.60 3.0 Norfolk Soybeans,Manured,Full Season 42 bu.
Small Grain Overseed 1.0 Tons
Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
7992 P#2B F#4 1.29 1.29 3.0 Goldsboro Soybeans,Manured,Full Season 45 bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
Corn,Grain 130 bu.
Small Grain Overseed 1.0 Tons
7992 P#1 D 3.10 3.10 3.0 Norfolk Soybeans,Manured,Full Season 42 bu.
Small Grain Overseed 1.0 Tons
Com,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
7992 P#lA 2.70 2.70 3.0 jGoldsboro Soybeans,Manured,Full Season 45 bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
Corn,Grain 130 bu.
923939 Database Version 3.1 Date Printed 12/29/2016
PCs Page 3 of 6
NOTE: Symbol *means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
Small Grain Overseed 1.0 Tons
7992 P#113 1.101 1.10 3.0 lGoldsboro Soybeans,Manured,Full Season 45 bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
Com,Grain 130 bu.
Small Grain Overseed 1.0 Tons
7992 P--4A 4.301 4.30 3.0 Norfolk Soybeans,Manured,Full Season 42 bu.
Small Grain Overseed 1.0 Tons
Com,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
7992 P�413 2661 2.661 3.0 Norfolk Soybeans,Manured,Full Season 42 bu.
Small Grain Overseed 1.0 Tons
Com,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
7992 P#10 HA P 3.30 3.30 3.0 Norfolk Soybeans,Manured,Full Season 42 bu.
Small Grain Overseed 1.0 Tons
Com,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
7992 P#2A F#48 2.73 2.73 3.0 Goldsboro Soybeans,Manured,Full Season 45 bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
Corn,Grain 130 bu.
Small Grain Overseed 1.0 Tons
7992 P#1 I HAP 3.13 3.13 3.0 Norfolk Soybeans,Manured,Full Season 42 bu.
Small Grain Overseed 1.0 Tons
Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
7992 P#3A 3.64 3.64 3.0 Norfolk Soybeans,Manured,Full Season 42 bu.
Small Grain Overseed 1.0 Tons
Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
923939 Database Version 3.1 Date Printed 1 212 9/20 1 6
PCS Page 4 of 6
NOTE: Symbol *means user entered data.

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
7992 P#3B 2.92 2.92 3.0 Norfolk Soybeans,Manured,Full Season 42 bu.
Small Grain Overseed 1.0 Tons
Corn,Grain 115 bu.
Wheat,Grain 60 bu.
Soybeans,Manured,Double Crop 35 bu.
7992 P#5 3.10 3.10 3.0 Goldsboro Soybeans,Manured,Full Season 45 bu.
Small Grain Overseed 1.0 Tons
Corn,Grain 130 bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
7992 P#6 4.18 4.18 3.0 Goldsboro Soybeans,Manured,Full Season 45 bu.
Small Grain Overseed 1.0 Tons
Com,Grain 130 bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
7992 P#7 4.39 4.39 3.0 Goldsboro Soybeans,Manured,Full Season 45 bu.
Small Grain Overseed 1.0 Tons
Com,Grain 130 bu.
Wheat,Grain 65 bu.
Soybeans,Manured,Double Crop 38 bu.
828 HW 1 25.60 24.10 3.0 iNorfolk Soybeans,Manured,Full Season 42 bu.
Corn,Grain 115 bu.
Wheat,Grain 60 bu.
828 HW 2 1.59 1.29 3.0 Norfolk Soybeans,Manured,Full Season 42 bu.
Com,Grain 115 bu.
Wheat,Grain 60 bu.
828 HW 3 11.72 11.22 3.0 Goldsboro Soybeans,Manured,Full Season 45 bu.
Com,Grain 130 bu.
Wheat,Grain 65 bu.
828 HW 4 6.06 5.66 2.0 Foreston Soybeans,Manured,Full Season 40 bu.
Com,Grain 120 bu.
Wheat,Grain 55 bu.
828 HW 5 30.30 21.30 3.0 jGoldsboro Soybeans,Manured,Full Season 45 bu.
Com,Grain 130 bu.
Wheat,Grain 65 bu.
828 HW 5A 9.20 9.00 2.0 Foreston Soybeans,Manured,Full Season 40 bu.
923939 Database Version 3.1 Date Printed 12/29/2016
PCs Page 5 of 6
NOTE: Symbol *means user entered data.

Planned Crops Summary
Total Leaching
Tract Field Acresrseable
Ares Index(LI) Soil Series Crop Sequence RYE
Corn,Grain 120 bu.
Wheat,Grain 55 bu.
828 HW 6 3.37 3.17 3.0 Goldsboro Soybeans,Manured,Full Season 45 bu.
Corn,Grain 130 bu.
Wheat,Grain 1 65 bu.
PLAN TOTALS: 260.28 223.35
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 Nutrient Management(590)should be planned.
10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
923939 Database Version 3.1 Date Printed 12 29 2016
PCS Page 6 of 6
NOTE: Symbol *means user entered data.

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.
vailable Waste Stora2e
Source Name I Swine Nursery Lagoon Liquid Design Storage Capacity(Days)
Start Date 9./1 180
Plan Year Month Available Storage Capacity(Days)
1 1 28
1 2 24
1 3 90
1 4 180
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 180
1 11 180
1 12 180
2 1 180
2 2 180
2 3 180
2 4 180
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 180
2 11 180
2 12 180
3 1 180
3 2 180
-------------- --- ---------------------------------- ----- ----------
923939 Database Version 3.1 Date Printed: 12-29-2016 Capacity Page 1 of 2

Available Waste Stora a Capacity
Source Name Swine Nursery Lagoon Liquid Design Stora a Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
3 3 180
3 4 180
3 5 180
3 6 180
3 7 180
3 8 180
3 9 180
3 10 168
3 11 160
3 12 137
*Available Storage Capacity is calculated as of the end of each month.
---------------------- -------------------------------------------------------------------------------------------
923939 Database Version 3.1 Date Printed: 12-29-2016 Capacity Page 2 of 2

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (ate) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal'A Tons 1000 gals tons
6910 F#I HW S5 Goldsboro 4.61 4.11 Corn,Grain 130 bu. 2 15-6 30 148 0 20 Broad. 128 55.57 0.00 228.41 0.00
6910 F#I HW S5 Goldsboro 4.61 4.11 Wheat,Grain 65 bu. 9 1-4 30 136 0 0 Broad. 68 29.52 0.00 121.34 0.00
7919 HW F#1 S5 Goldsboro 45.20 27.50 Corn,Grain 130 bu. 2 15-6 30 148 0 25 Broad. 123 53.40 0.00 1,468.60 0.00
7919 HW F#1 SS Goldsboro 45.20 27.50 Wheat,Grain 65 bu. 9 1-4 30 136 0 0 Broad. 68 29.52 0.00 811.91 0.00
7919 HW F#2 S5 Foreston 9.20 8.00 Soybeans,Manured,Full Season 40 bu. 4 1-9 15 156 0 0 Broad. 156 67.73 0.00 541.85 0.00
7919 HW F#2 S5 Foreston 9.20 8.00 Small Grain Overseed 1.0 Tons 10 1-3 31 50 0 20 Broad. 15 6.51 0.00 52.10 0.00
7919 W F#2 A S5 Norfolk 9.20 8.00 Soybeans,Manured,Full Season 42 bu. 4 1-9 15 164 0 0 Broad. 164 71.21 0.00 569.64 0.00
7919 4W F#2 A S5 Norfolk 9.20 8.00 Small Grain Overseed 1.0 Tons 10 1-3 31 50 0 20 Broad. 15 6.51 0.00 52.10 0.00
7919 HW F#4 S5 Foreston 9.67 8.84 Soybeans,Manured,Full Season 40 bu. 4 1-9 15 156 0 0 Broad. 156 67.73 0.00 598.75 0.0r
7919 HW F#4 S5 Foreston 9.67 8.84 Small Grain Overseed 1.0 Tons 10 1-3 31 50 0 20 Broad. 15 6.51 0.00 57.57 0.00
7919 W F#5(N S5 Foreston 9.80 7.90 Soybeans,Manured,Full Season 40 bu. 4 1-9 15 156 0 0 Broad. 156 67.73 0.00 535.08 0.00
7919 W F#5(N S5 Foreston 9.80 7.90 Small Grain Overseed 1.0 Tons 10 1-3 31 50 0 20 Broad. 15 6.51 0.00 51.45 0.00
7919 P#8A S5 Goldsboro 4.36 4.36 Soybeans,Manured,Full Season 45 bu. 4 1-9 15 176 0 0 brig. 176 70.30 0.00 306.52 0.00
7919 P#8A S5 Goldsboro 4.36 4.36 Small Grain Overseed 1.0 Tons 10 1-3 31 50 0 20 brig. 15 5.99 0.00 26.12 0.00
7919 P#8B S5 Goldsboro 2.81 2.81 Corn,Grain 130 bu. 2/15-6 30 148 0 25 Irrig. 123 49.13 0,00 138.06 0.00
7919 P#8B S5 Goldsboro 2.81 2.81 Wheat,Grain 65 bu. 1 9 1-4 30 136 0 0 Irrig. 68 27.16 0.00 76.33 0.00
923939 Database Version 3.1 Date Printed: 12/29/2016 WUT Page 1 of 14

Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
Qbs/A) (lbs/A) (Ibs A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal A Tons 1000 gals tons
7919 P#9A S5 Foreston 4.37 4.37 Soybeans,Manured,Full Season 40 bu. 4/1-9/15 156 0 0 Irrig. 156 62.31 0.00 272.31 0.00
7919 P#9A S5 Foreston 4.37 4.37 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 20 brig. 15 5.99 0.00 26.18 0.00
7919 P#9B S5 Goldsboro 3.13 3.13 Com,Grain 130 bu. 2/15-6/30 148 0 25 Irrig. 123 49.13 0.00 153.781 0.00
7919 P#9B S5 Goldsboro 3.13 3.13 Wheat,Grain 65 bu. 9/14/30 136 0 0 Irrig. 68 27.16 0.00 85.02 0.00
7992 IW F#4( S5 Woodington 2.40 2.40 Soybeans,Manured,Full Season 35 bu. 4/1-9/15 135 0 0 Broad. 135 58.61 0.00 140.67 O.Oi
7992 iW F#4( S5 Woodington 2.40 2.40 Wheat,Grain 50 bu. 9/1 4/30 96 0 20 Broad. 38 16.50 0.00 39.60 0.00
7992 IW F#1 P S5 Goldsboro 5.13 5.13 Soybeans,Manured,Full Season 45 bu. 4/1-9/15 176 0 0 Broad. 176 76.42 0.00 392.01 0.00
7992 IW F#1 P S5 Goldsboro 5.13 5.13 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 20 Broad. 15 6.51 0.00 33.41 0.00
7992 W F#18 F S5 Norfolk 3.62 3.62 Soybeans,Manured,Full Season 42 bu. 4/1-9/15 164 0 0 Broad. 164 71.21 0.00 257.76 0.00
7992 W F#18 F S5 Norfolk 3.62 3.62 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 20 Broad. 15 6.51 0.00 23.58 0.00
7992 HW F#2 S5 Norfolk 1.80 1.80 Soybeans,Manured,Full Season 42 bu. 4/1-9/15 164 0 0 Broad. 164 71.21 0.00 128.17 0.00
7992 HW F#2 S5 Norfolk 1.80 1.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 20 Broad. 15 6.51 0.00 11.72 0.00
7992 HW F#7 S5 Baymeade 2.50 2.00 Soybeans,Manured,Full Season 25 bu. 4/1-9/15 100 0 0 Broad. 100 43.42 0.00 86.84 0.00
7992 HW F#7 S5 Baymeade 2.50 2.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 20 Broad. 15 6.51 0.00 13.03 0.00
7992 HW F#8 S5 Foreston 3.00 2.40 Soybeans,Manured,Full Season 40 bu. 4/1-9/15 156 0 0 Broad. 156 67.73 0.001 162.56 0.0(1
7992 HW F#8 S5 Foreston 3.00 2.40 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 20 Broad. 15 6.51 0.00 15.63 0.00
7992 W-F#6 H S5 Norfolk 2.23 2.10 Soybeans,Manured,Full Season 42 bu. 4/1-9/15 164 0 0 brig. 164 65.51 0.00 137.57 0.00
7992 W-F#6 H S5 Norfolk 2.23 2.10 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 20 Irrig. 15 5.99 0.00 12.58 0.00
7992 -F#6A E S5 Norfolk 5.27 5.00 Soybeans,Manured,Full Season 42 bu. 4/1-9/15 164 0 0 Irrig. 164 65.51 0.00 327.54 0.00
7992 -F#6A I S5 Norfolk 5.27 5.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 20 Irrig. 15 5.99 0.00 29.96 0.00
7992 P#1C S5 Norfolk 1.60 1.60 Soybeans,Manured,Full Season 42 bu. 4/1-9/15 164 0 0 Irrig. 164 65.51 0.00 104.81 0.00
-F-
7992 P#1C S5 Norfolk 1.60 1.60 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 20 brig. 15 5.99 0.001 9.591 0.00
923939 Database Version 3.1 Date Printed: 12..29 2016 WUT Page 2 of 14

Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal A Tons 1000 gals tons
7992 #2B F# S5 Goldsboro 1.29 1.29 Soybeans,Manured,Full Season 45 bu. 4/1-9/15 176 0 0 brig. 176 70.30 0.00 90.69 0.00
7992 #2B F S5 Goldsboro 1.29 1.29 Wheat,Grain 65 bu. 9/1-4/30 136 0 20 Irrig. 58 23.17 0.00 29.89 0.00
7992 P#1 D S5 Norfolk 3.10 3.10 Soybeans,Manured,Full Season 42 bu. 4/1-9/15 164 0 0 Irrig. 164 65.51 0.00 203.081 0.00
7992 P#1 D SS Norfolk 3.10 3.10 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 20 Irrig. 15 5.99 0.00 18.57 0.00
7992 P#1 A S5 Goldsboro 2.70 2.70 Soybeans,Manured,Full Season 45 bu. 4/1-9/15 176 0 0 Irrig. 176 70.30 0.00 189.81 0.0
7992 P#lA S5 Goldsboro 2.70 2.70 Wheat,Grain 65 bu. 9/1-4/30 136 0 20 Irrig. 58 23.17 0.00 62.55 0.00
7992 P#I B SS Goldsboro 1.10 1.10 Soybeans,Manured,Full Season 45 bu. 4/1-9/15 176 0 0 brig. 176 70.30 0.00 77.33 0.00
7992 P#I B S5 Goldsboro 1.10 1.10 Wheat,Grain 65 bu. 9/1-4/30 136 0 20 brig. 58 23.17 0.00 25.48 0.00
7992 P#4A S5 Norfolk 4.30 4.30 Soybeans,Manured,Full Season 42 bu. 4/1-9/15 164 0 0 Irrig. 164 65.51 0.00 281.69 0.00
7992 P#4A S5 Norfolk 4.30 4.30 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 20 Irrig. 15 5.99 0.00 25.76 0.00
7992 P#413 S5 Norfolk 2.66 2.66 Soybeans,Manured,Full Season 42 bu. 4/1-9/15 164 0 0 Irrig. 164 65.51 0.00 174.25 0.00
7992 P#413 S5 Norfolk 2.66 2.66 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 20 Irrig. 15 5.99 0.001 15.94 0.00
7992 10 HA S5 Norfolk 3.30 3.30 Soybeans,Manured,Full Season 42 bu. 4/1-9/15 164 0 0 brig. 164 65.51 0.00 216.18 0.00
7992 #2A F#4 S5 Goldsboro 2.73 2.73 Soybeans,Manured,Full Season 45 bu. 4/1-9/15 176 0 0 Irrig. 176 70.30 0.00 191.92 0.00
7992 #2A F#4 S5 Goldsboro 2.73 2.73 Wheat,Grain 65 bu. 9/1-4/30 136 0 20 Irrig. 58 23.17 0.00 63.25 0.0c
7992 1#11 HAI SS Norfolk 3.13 3.13 Soybeans,Manured,Full Season 42 bu. 4/1-9/15 164 0 0 Irrig. 164 65.51 0.00 205.04 0.00
7992 1#11 HAI S5 Norfolk 3.13 3.13 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 20 Irrig. 15 5.99 0.00 18.75 0.00
7992 P#3A S5 Norfolk 3.64 3.64 Soybeans,Manured,Full Season 42 bu. 4/1-9/15 164 0 0 Irrig. 164 65.51 0.00 238.45 0.00
7992 P#3A S5 Norfolk 3.64 3.64 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 20 Irrig. 15 5.99 0.00 21.81 0.00
7992 P#3B S5 Norfolk 2.92 2.92 Soybeans,Manured,Full Season 42 bu. 4/1-9/15 164 0 0 Inig. 164 65.51 0.00 191.28 0.00
7992 P#3B S5 Norfolk 2.92 2.92 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 20 brig. 15 5.99 0.00 17.50 0.00
7992 P#5 S5 Goldsboro 3.10 3.10 1Soybeans,Manured,Full Season 45 bu. 4/1-9/15 176 0 0 brig. 176 70.30 0.00 217.94 0.00
923939 Database Version 3.1 Date Printed: 12/29/2016 WUT Page 3 of 14

Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManurcA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (Ibs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres I Acres Crop RYE Period N N N Method N gal A Tons 1000 gals tons
7992 P#5 S5 Goldsboro 3.10 3.10 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 20 Irrig. 15 5.99 0.00 18.57 0.00
7992 P#6 S5 Goldsboro 4.18 4.18 Soybeans,Manured,Full Season 45 bu. 4/1-9/15 176 0 0 Irrig. 176 70.30 0.00 293.86 0.00
7992 P#6 S5 Goldsboro 4.18 4.18 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 20 Irrig. 15 5.99 0.00 25.051 0.00
7992 P#7 S5 Goldsboro 4.39 4.39 Soybeans,Manured,Full Season 45 bu. 4/1-9/15 176 0 0 Irrig. 176 70.30 0.00 308.62 0.00
7992 P#7 S5 Goldsboro 4.39 4.39 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 20 Irrig. 15 5.99 0.00 26.30 0.0t
828 HW I S5 Norfolk 25,60 24.10 Soybeans,Manured,Full Season 42 bu. 4/1-9/15 164 0 20 Broad. 144 62.52 0.00 1,506.76 0.00
828 HW 2 S5 Norfolk 1.59 1.29 Soybeans,Manured,Full Season 42 bu. 4/1-9/15 164 0 20 Broad. 144 62.52 0.00 80.65 0.00
828 HW 3 S5 Goldsboro 11.72 11.22 Soybeans,Manured,Full Season 45 bu. 4/1-9/15 176 0 20 Broad. 156 67.73 0.00 759.95 0.00
828 HW 4 S5 Foreston 6.06 5.66 Soybeans,Manured,Full Season 40 bu. 4/1-9/15 156 0 20 Broad. 136 59.05 0.00 334.21 0.00
828 HW 5 S5 Goldsboro 30.30 21.30 Soybeans,Manured,Full Season 45 bu. 4/1-9/15 176 0 20 Broad. 156 67.73 0.00 1,442.68 0.00
828 HW 5A S5 Foreston 9.20 9.00 Soybeans,Manured,Full Season 40 bu. 4/1-9/15 156 0 20 Broad. 136 59.05 0.00 531.43 0.00
828 HW 6 S5 Goldsboro 3.37 3.17 Soybeans,Manured,Full Season 45 bu. 4/1-9/15 176 0 20 Broad. 156 67.73 0.00 214.71 0.00
Total Applied, 1000 gallons 16,220.07
Total Produced, 1000 gallons 1,489.80
Balance, 1000 gallons -14,730.27
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
923939 Database Version 3.1 Date Printed: 12 29:2016 WUT Page 4 of 14

Waste Utilization Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal A Tons 1000 gals tons
6910 F#1 HW SS Goldsboro 4.61 4.11 Wheat,Grain 65 bu. 9/14/30 136 0 0 Broad. 68 29.52 0.00 121.34 0.00
6910 F#1 HW S5 Goldsboro 4.61 4.11 Soybeans,Manured,Double Crop 38 bu. 4/1-915 149 0 0 Broad. 149 64.69 0.00 265.88 0.00
7919 HW F#1 S5 Goldsboro 45.20 27.50 Wheat,Grain 65 bu. 9/14-:30 136 0 0 Broad. 68 29.52 0.00 811.91 0.00
7919 HW F#I SS Goldsboro 45.20 27.50 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Broad. 149 64.69 0.00 1,779.03 0.00
7919 HW F#1 SS Goldsboro 45.20 27.50 Small Grain Cover N A 9/1-3131 25 0 20 Broad. 2 0.87 0.00 23.88 0.0(
7919 HW F#2 SS Foreston 9.20 8.00 Small Grain Overseed 1.0 Tons 10/1-3.31 50 0 0 Broad. 15 6.51 0.00 52.10 0.00
7919 HW F#2 S5 Foreston 9.20 8.00 Com,Grain 120 bu. 2/15-6 30 137 0 *25 Broad. 112 48.63 0.00 389.02 0.00
7919 HW F#2 S5 Foreston 9.20 8.00 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Broad. 58 24.97 0.00 199.72 0.00
7919 W F#2 A S5 Norfolk 9.20 8.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Broad. 15 6.51 0.00 52.10 0.00
7919 W F#2 A SS Norfolk 9.20 8.00 Corn,Grain 115 bu. 2/15-6/30 131 0 *25 Broad. 106 46.021 0.00 368.18 0.00
7919 4W F#2 A S5 Norfolk 9.20 8.00 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Broad. 63 27.14 0.00 217.09 0.00
7919 HW F#4 S5 Foreston 9.67 8.84 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Broad. 15 6.51 0.00 57.57 0.00
7919 HW F#4 S5 Foreston 9.67 8.84 Corn,Grain 120 bu. 2/15-6/30 137 0 *25 Broad. 112 48.63 0.00 429.87 0.00
7919 HW F#4 S5 Foreston 9.67 8.84 Wheat,Grain 55 bu. 9114/30 115 0 0 Broad. 58 24.97 0.00 220.69 0.00
7919 W F#5(N S5 Foreston 9.80 7.90 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Broad. 15 6.51 0.00 51.45 0.0(
7919 W F#5(N S5 Foreston 9.80 7.90 Com,Grain 120 bu. 2/15-6/30 137 0 *25 Broad. 112 48.63 0.00 384.16 0.00
7919 W F#5(N S5 Foreston 9.80 7.90 Wheat,Grain 55 bu. 9/14/30 115 0 0 Broad. 58 24.97 0.00 197.22 0.00
7919 P#8A S5 Goldsboro 4.36 4.36 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 15 5.99 0.00 26.12 0.00
7919 P#8A S5 Goldsboro 4.36 4.36 Com,Grain 130 bu. 2/15-6/30 148 0 0 Irrig. 148 59.12 0.00 257.75 0.00
7919 P#8A S5 Goldsboro 4.36 4.36 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 brig. 68 27.16 0.00 118.431 0.00
7919 P#8B S5 Goldsboro 2.81 2.81 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 brig. 68 27.16 0.00 76.33 0.00
7919 P#8B S5 Goldsboro 2.81 2.81 1 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 IrTig. 149 59.52 0.00 167.24 0.00
923939 Database Version 3.1 Date Printed: 12/29/2016 WUT Page 5 of 14

Waste Utilization Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. pbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
pbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal.A Tons 1000 gals tons
7919 P#8B S5 Goldsboro 2.81 2.81 Small Grain Cover N A 9/1-3/31 25 0 20 brig. 2 0.80 0.00 2.24 0.00
7919 P#9A S5 Foreston 4.37 4.37 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Inig. 15 5.99 0.00 26.18 0.00
7919 P#9A S5 Foreston 4.37 4.37 Corn,Grain 120 bu. 2/15-6/30 137 0 0 Inig. 137 54.72 0.00 239.141 0.00
7919 P#9A SS Foreston 4.37 4.37 Wheat,Grain 55 bu. 9/14/30 115 0 0 Irrig. 58 22.97 0.00 100.37 0.00
7919 P#9B S5 Goldsboro 3.13 3.13 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 68 27.16 0.00 85.02 00
7919 P#9B S5 Goldsboro 3.13 3.13 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irrig. 149 59.52 0.00 186.29 0.00
7919 P#9B S5 Goldsboro 3.13 3.13 Small Grain Cover N A 9/1-3/31 25 0 20 Irrig. 2 0.80 0.00 2.50 0.00
7992 IW F#4( SS Woodington 2.40 2.40 Wheat,Grain 50 bu. 9/14/30 96 0 0 Broad. 38 16.50 0.00 39.60 0.00
7992 IW F#4( S5 Woodington 2.40 2.40 Soybeans,Manured,Double Crop 29 bu. 4/1-9/15 112 0 0 Broad. 112 48.63 0.00 116.71 0.00
7992 IW F#1 F S5 Goldsboro 5.13 5.13 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Broad. 15 6.51 0.00 33.411 0.00
7992 IW F#1 P S5 Goldsboro 5.13 5.13 Corn,Grain 130 bu. 2/15-6/30 148 0 0 Broad. 148 64.26 0.00 329.64 0.00
7992 W F#18 F S5 Norfolk 3.62 3.62 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Broad. 15 6.51 0.00 23.58 0.00
7992 W F#18 F S5 Norfolk 3.62 3.62 Corn,Grain 115 bu. 2/15-6/30 131 0 0 Broad. 131 56.881 0.00 205.89 0.00
7992 W F#18 F S5 Norfolk 3.62 3.62 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Broad. 63 27.14 0.00 98.23 0.00
7992 HW F#2 S5 Norfolk 1.80 1.80 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Broad. 15 6.51 0.00 11.72 0.0(11
7992 HW F#2 S5 Norfolk 1.80 1.80 Corn,Grain 115 bu. 2/15-6/30 131 0 0 Broad. 131 56.88 0.00 102.38 0.00
7992 HW F#2 S5 Norfolk 1.80 1.80 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Broad. 63 27.14 0.00 48.84 0.00
7992 HW F#7 S5 Baymeade 2.50 2.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Broad. 15 6.51 0.00 13.03 0.00
7992 HW F#7 S5 Baymeade 2.50 2.00 Corn,Grain 60 bu. 2/15-6/30 73 0 0 Broad. 73 31.70 0.00 63.39 0.00
7992 HW F#7 S5 Baymeade 2.50 2.00 Wheat,Grain 35 bu. 9/14/30 81 0 0 Broad. 41 17.58 0.00 35.17 0.00
7992 HW F#8 S5 Foreston 3.00 2.40 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Broad. 15 6.51 0.00 15.63 0.00
F7992THW F#8 SS Foreston 3.00 2.40 Corn,Grain 120 bu. 2/15-6/30 137 0 0 Broad. 137 59.48 0.00 142.761 0.00
923939 Database Version 3.1 Date Printed: 12'29 2016 WUT Page 6 of 14

Waste Utilization Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. pbs/A) PA ManurA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) pbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal A Tons 1000 gals tons
7992 HW F#8 S5 Foreston 3.00 2.40 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Broad. 58 24.97 0.00 59.92 0.00
7992 W-F#6 H S5 Norfolk 2.23 2.10 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 15 5.99 0.00 12.58 0.00
7992 W-F#6 H S5 Norfolk 2.23 2.10 Corn,Grain 115 bu. 2 15-6'30 131 0 0 Broad. 131 56.88 0.00 119.441 0.00
7992 W-F#6 H S5 Norfolk 2.23 2.10 Wheat,Grain 60 bu. 9114/30 125 0 0 Broad. 63 27.14 0.00 56.99 0.00
7992 -F#6A I S5 Norfolk 5.27 5.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 15 5.99 0.00 29.96 0V
7992 -F#6A I S5 Norfolk 5.27 5.00 Com,Grain 115 bu. 2/15-6/30 131 0 0 Broad. 131 56.88 0.00 284.39 0.00
7992 -F#6A I S5 Norfolk 5.27 5.00 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Broad. 63 27.14 0.00 135.68 0.00
7992 P# IC S5 Norfolk 1.60 1.60 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 15 5.99 0.00 9.59 0.00
7992 P# IC S5 Norfolk 1.60 1.60 Com,Grain 115 bu. 2/15-6/30 131 0 0 Irrig. 131 52.33 0.00 83.72 0.00
7992 P#1C S5 Norfolk 1.60 1.60 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 brig. 63 24.97 0.00 39.94 0.00
7992 #2B F# S5 Goldsboro 1.29 1.29 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 58 23.17 0.00 29.89 0.00
7992 #2B F S5 Goldsboro 1.29 1.29 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irrig. 149 59.52 0.00 76.78 0.00
7992 P#1 D S5 Norfolk 3.10 3.10 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 15 5.99 0.00 18.57 0.00
7992 P#1 D S5 Norfolk 3.10 3.10 Com,Grain 115 bu. 2/15-6/30 131 0 0 Irrig. 131 52.33 0.00 162.21 0.00
7992 P#I D S5 Norfolk 3.10 3.10 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 24.97 0.00 77.39 0.00
7992 P#IA S5 Goldsboro 2.70 2.70 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 58 23.17 0.00 62.55 0.00
7992 P#lA S5 Goldsboro 2.70 2.70 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 brig. 149 59.52 0.00 160.70 0.00
7992 P#1 B SS Goldsboro 1.10 1.10 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 58 23.17 0.00 25.48 0.00
7992 P#1B S5 Goldsboro 1.10 1.10 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irrig. 149 59.52 0.00 65.47 0.00
7992 P#4A S5 Norfolk 4.30 4.30 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 15 5.99 0.00 25.76 0.00
7992 P#4A S5 Norfolk 4.30 4.30 Com,Grain 115 bu. 2/15-6/30 131 0 0 Irrig. 131 52.33 0.001 225.01 0.00
7992 P#4A SS Norfolk 4.30 4.30 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 brig. 63 24.97 0.00 107.35 0.00
923939 Database Version 3.1 Date Printed: 12 29-:2016 WUT Page 7 of 14

Waste Utilization Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal A Tons 1000 gals tons
7992 P#413 S5 Norfolk 2.66 2.66 Small Grain Overseed 1.0 Tons 10 1-3 31 50 0 0 brig. 15 5.99 0.00 15.94 0.00
7992 P#413 S5 Norfolk 2.66 2.66 Corn,Grain 115 bu. 2/15-6 30 131 0 0 Irrig. 131 52.33 0.00 139.19 0.00
7992 P#413 S5 Norfolk 2.66 2.66 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 24.97 0.00 66.41 0.00
7992 10 HA SS Norfolk 3.30 3.30 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 15 5.99 0.00 19.77 0.00
7992 #10 HA S5 Norfolk 3.30 3.30 Corn,Grain 115 bu. 2/15-6 30 131 0 0 Irrig. 131 52.33 0.00 172.68 0.0(
7992 # 10 HA S5 Norfolk 3.30 3.30 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 brig. 63 24.97 0.00 82.38 0.00
7992 #2A F#4 S5 Goldsboro 2.73 2.73 Wheat,Grain 65 bu. 9/14/30 136 0 0 Irrig. 58 23.17 0.00 63.25 0.00
7992 #2A F#4 S5 Goldsboro 2.73 2.73 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irrig. 149 59.52 0.00 162.48 0.00
7992 V1 l HAI S5 Norfolk 3.13 3.13 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 15 5.99 0.00 18.75 0.00
7992 VI I HAI S5 Norfolk 3.13 3.13 Com,Grain 115 bu. 2/15-6/30 131 0 0 Irrig. 131 52.33 0.00 163.78 0.00
7992 1#11 HAI SS Norfolk 3.13 3.13 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 24.97 0.00 78.14 0.00
7992 P#3A S5 Norfolk 3.64 3.64 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 15 5.99 0.00 21.81 0.00
7992 P#3A S5 Norfolk 3.64 3.64 Com,Grain 115 bu. 2/15-6/30 131 0 0 Irrig. 131 52.33 0.00 190.47 0.00
7992 P#3A S5 Norfolk 3.64 3.64 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 24.97 0.00 90.87 0.00
7992 P#313 S5 Norfolk 2.92 2.92 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 15 5.99 0.00 17.50 0.00
7992 P#313 S5 Norfolk 2.92 2.92 Corn,Grain 115 bu. 2/15-6/30 131 0 0 Irrig. 131 52.33 0.00 152.791 0.00
7992 P#313 S5 Norfolk 2.92 2.92 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Trig. 63 24.97 0.00 72.90 0.00
7992 P#5 S5 Goldsboro 3.10 3.10 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 15 5.99 0.00 18.57 0.00
7992 P#5 S5 Goldsboro 3.10 3.10 Corn,Grain 130 bu. 2'15-6 30 148 0 *25 Irrig. 123 49.13 0.00 152.31 0.00
7992 P#5 S5 Goldsboro 3.10 3.10 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 68 27.16 0.00 84.20 0.00
7992 P#6 S5 Goldsboro 4.18 4.18 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 15 5.99 0.00 25.05 0.00
7992 P#6 SS Goldsboro 4.18 4.18 Com,Grain 130 bu. 2 15-6'30 148 0 *25 1 brig. 1 123 49.131 0.00 205.37 0.00
923939 Database Version 3.1 Date Printed: 12 29 2016 WUT Page 8 of 14

Waste Utilization Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. Qbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres I Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
7992 P#6 SS Goldsboro 4.18 4.18 Wheat,Grain 65 bu. 9/14/30 136 0 0 Inig. 68 27.16 0.00 113.54 0.00
7992 P#7 S5 Goldsboro 4.39 4.39 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 15 5.99 0.00 26.30 0.00
7992 P#7 S5 Goldsboro 4.39 4.39 Corn,Grain 130 bu. 2/15-6/30 148 0 *25 Irrig. 123 49.13 0.00 215.691 0.00
7992 P#7 S5 Goldsboro 4.39 4.39 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 68 27.16 0.00 119.24 0.00
828 HW 1 S5 Norfolk 25.60 24.10 Corn,Grain 115 bu. 2/15-6/30 131 0 *0 Broad. 131 56.88 0.00 1,370.73 O.00
828 HW I S5 Norfolk 25.60 24.10 Wheat,Grain 60 bu. 9/14/30 125 0 0 Broad. 125 54.27 0.00 1,307.95 0.00
828 HW 2 S5 Norfolk 1.59 1.29 Corn,Grain 115 bu. 2/15-6/30 131 0 *0 Broad. 131 56.88 0.00 73.37 0.00
828 HW 2 S5 Norfolk 1.59 1.29 Wheat,Grain 60 bu. 9/14/30 125 0 0 Broad. 125 54.27 0.00 70.01 0.00
828 HW 3 S5 Goldsboro 11.72 11.22 Corn,Grain 130 bu. 2/15-6/30 148 0 *0 Broad. 148 64.26 0.00 720.97 0.00
828 HW 3 S5 Goldsboro 11.72 11.22 Wheat,Grain 65 bu. 9/14/30 136 0 0 Broad. 136 59.05 0.00 662.52 0.00
828 HW 4 S5 Foreston 6.06 5.66 Corn,Grain 120 bu. 2/15-6/30 137 0 *0 Broad. 137 59.48 0.00 336.67 0.00
828 HW 4 S5 Foreston 6.06 5.66 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Broad. 1 I5 49.93 0.001 282.61 0.00
828 HW 5 S5 Goldsboro 30.30 21.30 Corn,Grain 130 bu. 2/15-6/30 148 0 *0 Broad. 148 64.26 0.00 1,368.69 0.00
828 HW 5 S5 Goldsboro 30.30 21.30 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Broad. 136 59.05 0.00 1,257.72 0.00
828 HW 5A S5 Foreston 9.20 9.00 Com,Grain 120 bu. 2/15-6/30 137 0 *0 Broad. 137 59.48 0.00 535.34 0.00
828 HW 5A S5 Foreston 9.20 9.00 Wheat,Grain 55 bu. 9/14/30 115 0 0 Broad. 115 49.93 0.00 449.37 0.00
828 HW 6 S5 Goldsboro 3.37 3.17 Corn,Grain 130 bu. 2/15-6/30 148 0 *0 Broad. 148 64.26 0.00 203.70 0.00
828 HW 6 I SS Goldsboro 3.37 3.17 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Broad.1 136 59.05 0.00 187.18 0.00
923939 Database Version 3.1 Date Printed: 12 29'2016 WUT Page 9 of 14

Waste Utilization Table Year 2
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres I Acres Crop RYE Period N N N Method N I gal'A Tons 1000 gals tons
Total Applied, 1000 gallons 21,374.37
Total Produced, 1000 gallons 1,489.80
Balance, 1000 gallons -19,884.57
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol *means user entered data.
923939 Database Version 3.1 Date Printed: 12.29.'2016 WUT Page 10 of 14

Waste Utilization Table Year 3
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) pbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres I Acres Crop RYE Period N N N Method N gal A Tons 1000 gals tons
6910 F#1 HW S5 Goldsboro 4.61 4.11 Corn,Grain 130 bu. 2 15-6/30 148 0 20 Broad. 128 55.57 0.00 228.41 0.00
6910 F#1 HW S5 Goldsboro 4.61 4.11 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Broad. 68 29.52 0.00 121.34 0.00
7919 HW F#1 S5 Goldsboro 45.20 27.50 Small Grain Cover N A 9/1-3/31 25 0 0 Broad. 3 1.30 0.00 35.821 0.00
7919 HW F#2 S5 Foreston 9.20 8.00 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Broad. 58 24.97 0.00 199.72 0.00
7919 HW F#2 S5 Foreston 9.20 8.00 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Broad. 133 57.75 0.00 461.96 0.0f
7919 4W F#2 A S5 Norfolk 9.20 8.00 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Broad. 63 27.14 0.00 217.09 0.00
7919 W F#2 A SS Norfolk 9.20 8.00 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Broad. 137 59.48 0.00 475.86 0.00
7919 HW F#4 S5 Foreston 9.67 8.84 Wheat,Grain 55 bu. 9/14/30 115 0 0 Broad. 58 24.97 0.00 220.69 0.00
7919 HW F#4 S5 Foreston 9.67 8.84 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Broad. 133 57.75 0.00 510.471 0.00
7919 W F#5(N S5 Foreston 9.80 7.90 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Broad. 58 24.971 0.00 197.22 0.00
7919 W F#5(N SS Foreston 9.80 7.90 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Broad. 133 57.75 0.00 456.19 0.00
7919 P#8A S5 Goldsboro 4.36 4.36 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 68 27.16 0.00 118.43 0.00
7919 P#8A S5 Goldsboro 4.36 4.36 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irrig. 149 59.52 0.00 259.491 0.00
7919 P#8B S5 Goldsboro 2.81 2.81 Small Grain Cover N A 9/1-3/31 25 0 0 Irrig. 3 1.20 0.00 3.37 0.00
7919 P#9A S5 Foreston 4.37 4.37 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Irrig. 58 22.97 0.00 100.37 0.00
7919 P#9A S5 Foreston 4.37 4.37 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Irrig. 133 53.13 0.00 232.16 0.00
7919 P#9B S5 Goldsboro 3.13 3.13 Small Grain Cover N A 9/1-3/31 25 0 0 Inig. 3 1.20 0.00 3.75 0.00
7992 iW F#4( S5 Woodington 2.40 2.40 Com,Grain 110 bu. 2115-6/30 119 0 20 Broad. 99 42.98 0.00 103.16 0.00
7992 IW F#4( S5 Woodington 2.40 2.40 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Broad. 50 21.71 0.00 52.10 0.00
7992 IW F#I F S5 Goldsboro 5.13 5.13 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Broad. 68 29.52 0.00 151.46 0.00
7992 IW F#1 P S5 Goldsboro 5.13 5.13 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Broad. 149 64.69 0.00 331.87 0.00
7992 W F#18 F S5 Norfolk 3.62 3.62 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Broad. 63 27.14 0.00 98.23 0.00
923939 Database Version 3.1 Date Printed: 12/29'2016 WUT Page 11 of 14

Waste Utilization Table Year 3
Nitrogen Conm. Res. Manure Liquid Solid Liquid Solid
PA Fert. pbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
pbs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres I Acres Crop RYE Period N N N Method N gal A Tons 1000 gals tons
7992 WF#18F SS Norfolk 3.62 3.62 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Broad. 137 59.48 0.00 215.33 0.00
7992 HW F#2 S5 Norfolk 1.80 1.80 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Broad. 63 27.14 0.00 48.84 0.00
7992 HW F#2 S5 Norfolk 1.80 1.80 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Broad. 137 59.48 0.00 107.071 0.00
7992 HW F#7 S5 Baymeade 2.50 2.00 Wheat,Grain 35 bu. 9/1-4/30 81 0 0 Broad. 41 17.58 0.00 35.17 0.00
7992 HW F#7 SS Baymeade 2.50 2.00 Soybeans,Manured,Double Crop 21 bu. 4/1-9/15 84 0 0 Broad. 84 36.47 0.00 72.94 0.0(
7992 HW F#8 S5 Foreston 3.00 2.40 Wheat,Grain 55 bu. 9/1-4/30 115 0 0 Broad. 58 24.97 0.00 59.92 0.00
7992 HW F#8 S5 Foreston 3.00 2.40 Soybeans,Manured,Double Crop 34 bu. 4/1-9/15 133 0 0 Broad. 133 57.75 0.00 138.59 0.00
7992 W-F#6 H S5 Norfolk 2.23 2.10 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Broad. 63 27.14 0.00 56.99 0.00
7992 W-F#6 H S5 Norfolk 2.23 2.10 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Broad. 137 59.48 0.00 124.91 0.00
7992 -F#6A I S5 Norfolk 5.27 5.00 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Broad. 63 27.14 0.00 135.68 0.00
7992 -F#6A I S5 Norfolk 5.27 5.00 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Broad. 137 59.48 0.00 297.41 0.00
7992 P#1C S5 Norfolk 1.60 1.60 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 24.97 0.00 39.94 0.00
7992 P#1C S5 Norfolk 1.60 1.60 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 87.56 0.00
7992 #2B F# S5 Goldsboro 1.29 1.29 Com,Grain 130 bu. 2/15-6 30 148 0 20 Irrig. 128 51.13 0.00 65.96 0.00
7992 #2B F S5 Goldsboro 1.29 1.29 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Inig. 50 19.97 0.00 25.761 0.00
7992 P#1 D S5 Norfolk 3.10 3.10 Wheat,Grain 60 bu. 9/14/30 125 0 0 Irrig. 63 24.971 0.00 77.39 0.00
7992 P#1 D S5 Norfolk 3.10 3.10 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 169.64 0.00
7992 P#I A S5 Goldsboro 2.70 2.70 Com,Grain 130 bu. 2/15-6 30 148 0 20 Irrig. 128 51.13 0.00 138.05 0.00
7992 P#IA S5 Goldsboro 2.70 2.70 Small Grain Overseed 1.0 Tons 10 1-3 31 50 0 0 Irrig. 50 19.97 0.00 53.93 0.00
7992 P#1 B S5 Goldsboro 1.10 1.10 Corn,Grain 130 bu. 2/15-6 30 148 0 20 brig. 128 51.13 0.00 56.24 0.00
7992 P#1 B S5 Goldsboro 1.10 1.10 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 21.97 0.00
7992 P#4A S5 Norfolk 4.30 4.30 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 brig. 63 24.97 0.00 107.35 0.00
923939 Database Version 3.1 Date Printed: 12 29 2016 WUT Page 12 of 14

Waste Utilization Table Year 3
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. pbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) pbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal A Tons 1000 gals tons
7992 1 P#4A S5 Norfolk 4.30 4.30 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 235.31 0.00
7992 P#413 S5 Norfolk 2.66 2.66 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 24.97 0.00 66.41 0.00
7992 P#413 S5 Norfolk 2.66 2.66 Soybeans,Manured,Double Crop 35 bu. 4'1-9/15 137 0 0 Irrig. 137 54.72 0.00 145.561 0.00
7992 V10 HA S5 Norfolk 3.30 3.30 Wheat,Grain 60 bu. 9/1-430 125 0 0 Irrig. 63 24.97 0.00 82.38 0.00
7992 1#10 HA S5 Norfolk 3.30 3.30 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 180.59 0.0(
7992 #2A 17#4 S5 Goldsboro 2.73 2.73 Com,Grain 130 bu. 2/15-6/30 148 0 20 brig. 128 51.13 0.00 139.58 0.00
7992 #2A F#4 S5 Goldsboro 2.73 2.73 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 54.52 0.00
7992 1#11 HAI S5 Norfolk 3.13 3.13 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 24.97 0.00 78.14 0.00
7992 1#11 HAI S5 Norfolk 3.13 3.13 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 171.28 0.00
7992 P#3A S5 Norfolk 3.64 3.64 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 24.97 0.00 90.87 0.00
7992 P#3A S5 Norfolk 3.64 3.64 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 199.19 0.00
7992 P#313 S5 Norfolk 2.92 2.92 Wheat,Grain 60 bu. 9/1-4/30 125 0 0 Irrig. 63 24.97 0.00 72.90 0.00
7992 P#36 S5 Norfolk 2.92 2.92 Soybeans,Manured,Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 54.72 0.00 159.79 0.00
7992 P#5 S5 Goldsboro 3.10 3.10 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 68 27.16 0.00 84.20 0.00
7992 P#5 S5 Goldsboro 3.10 3.10 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irrig. 149 59.52 0.00 184.50 0.00
7992 P#6 S5 Goldsboro 4.18 4.18 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 Irrig. 68 27.16 0.00 113.54 0.00
7992 P#6 S5 Goldsboro 4.18 4.18 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irrig. 149 59.52 0.00 248.78 0.00
7992 P#7 S5 Goldsboro 4.39 4.39 Wheat,Grain 65 bu. 9/1-4/30 136 0 0 brig. 68 27.16 0.00 119.24 0.00
7992 P#7 S5 Goldsboro 4.39 4.39 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 149 0 0 Irrig. 149 59.52 0.00 261.28 0.00
828 HW 1 S5 Norfolk 25.60 24.10 Soybeans,Manured,Full Season 42 bu. 4/1-9/15 164 0 20 Broad. 144 62.52 0.00 1,506.76 0.00
828 HW 2 S5 Norfolk 1.59 1.29 Soybeans,Manured,Full Season 42 bu. 4/1-9/15 164 0 20 Broad. 144 62.52 0.00 80.65 0.00
828 HW 3 S5 Goldsboro 11.72 11.22 Soybeans,Manured,Full Season 45 bu. 4/1-9/15 176 0 20 Broad. 156 67.731 0.001 759.951 0.00
923939 Database Version 3.1 Date Printed: 12 29'2016 WUT Page 13 of 14

Waste Utilization Table Year 3
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. pbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID I Soil Series Acres Acres Crop RYE Period N N N Method N gal A Tons 1000 gals tons
828 HW 4 SS Foreston 6.06 5.66 Soybeans,Manured,Full Season 40 bu. 4.'14 15 156 0 20 Broad. 136 59.05 0.00 334.21 0.00
828 HW 5 S5 Goldsboro 30.30 21.30 Soybeans,Manured,Full Season 45 bu. 4'1-9 l5 176 0 20 Broad. 156 67.73 0.001 1,442.68 0.00
828 HW 5A S5 Foreston 9.20 9.00 Soybeans,Manured,Full Season 40 bu. 41-9 15 156 0 20 Broad. 136 59.05 0.00 531.43 0.00
828 HW 6 S5 Goldsboro 3.37 3.17 Soybeans,Manured,Full Season 45 bu. 4:I-9.15 176 0 20 Broad. 156 67.73 0.00 214.71 0.00
Total Applied, 1000 gallons 14,274.25
Total Produced, 1000 gallons 1,489.80
Balance, 1000 gallons -12,784.45
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
923939 Database Version 3.1 Date Printed: 12/29/2016 WUT Page 14 of 14

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 applyat 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)
7919 P#8A Goldsboro 0.50 1.0
7919 P#813 Goldsboro 0.50 1.0
7919 P#9A Foreston 0.50 1.0
7919 P#913 Goldsboro 0.50 1.0
7992 HW-F#6 Norfolk 0.50 1.0
7992 HW-F#6A Norfolk 0.50 1.0
7992 P# I C Norfolk 0.50 1.0
7992 P#2B F#4 Goldsboro 0.50 1.0
7992 P#I D Norfolk 0.50 1.0
7992 P#lA Goldsboro 0.50 1.0
7992 P#113 Goldsboro 0.50 1.0
7992 P#4A Norfolk 0.50 1.0
7992 P#413 Norfolk 0.50 1.0
7992 P# 10 HAP Norfolk 0.50 1.0
7992 P#2A F#4& Goldsboro 0.50 1.0
7992 P#I I HA P Norfolk 0.50 1.0
7992 P#3A Norfolk 0.50 1.0
7992 P#3B Norfolk 0.50 1.0
7992 P#5 Goldsboro 0.50 1.0
7992 P#6 Goldsboro 0.50 1.0
7992 1 P#7 Goldsboro 0.50 1.0
923939 Database Version 3.1 Date Printed 12:29 2016 IAF Page 1 of 1
ATnTr- Q-1-1 *----Pt t-1 AO}O

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Nursery Lagoon Sludge- Standard
Corn 120 bu 150 13.16 19.85 39.71 59.56
Hay 6 ton R.Y.E. 300 26.32 9.93 19.85 29.78
Soybean 40 bu 160 14.04 18.61 37.22 55.84
-----------------------------------------------.. ....
923939 Database Version 3.1 Date Printed: 12-29-2016 Sludge 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).
----------------------------------------------- ------------------- --- -------------------------------------------------------------
923939 Database Version 3.1 Date Printed: 12/29/2016 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
923939 Database Version 3.1 Date Printed: 12129;2016 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
--------------------------------------------
923939 Database Version 3.1 Date Printed: 12/29/2016 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
-------------------------------------------------------------------------------------------------
923939 Database Version 3.1 Date Printed: 12129 2016 Specification Page 4

Crop Notes
The following crop note applies to field(s): HW F#4 (P
Corn 1: CP, Mineral Soil, low-leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
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 young
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): F#1 11W, 11W 3, HW 4, HW 5,HW 5A, I I W 6, IIW F#1,
HW F#1 P#,HW F#2,HW F#4 , IIW F#5 (Ma, HW F#8, P#
Corn 1: CP, Mineral Soil, low-leachable
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
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 young
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.
-------------------------- --------------------------------------
923939 Database Version 3.1 Date Printed: 12-29-2016 Crop Note Page 1 of 8

The following crop note applies to field(s): HW 1, HW 2,HW F#18 P#,HW F#2,HW F#2 A,HW-F#6
HA,HW-F#6A HP,P# 1C, P#1 D,P#4A,P#413,P# 1
Corn: CP,Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
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 young
plants.An accepted practice is to apply 20-301bs/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): HW F#7
Corn: CP,Mineral Soil,medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
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 young
plants. An accepted practice is to apply 20-30 lbs acre N and 20-301bsiacre 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): HW F#4 (P
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.
923939 Database Version 3.1 Date Printed: 12-29-2016 Crop Note Page 2 of 8

The following crop note applies to field(s): HW F#1 P#, HW F#2,HW F#4 ,HW F#5 (Ma, HW F#8, P#
2B F#4, P#1 A, P#1 B, P#2A F#4&,P#5,P#6, P#7
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 5010 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): I1W F#18 P#,IIW F#2,HW F#2 A, HW-F#6 HA,
HW-F#6A HP,P# 1C, P#1 D,P#4A, P#4B, P# 10 HA P, P#11
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 50,6 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): HW F#7
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 541 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.
----------- ------------
923939 Database Version 3.1 Date Printed: 12-29-2016 Crop Note Page 3 of 8

The following crop note applies to field(s): HW F#4(P
Wheat: Coastal Plain,Mineral Soil, low-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 10910 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 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): F#1 HW, HW 3, HW 4, HW 5, HW 5A, HW 6,HW F#1,
HW F#1 P#, HW F#2, HW F#4 ,HW F#5 (Ma, HW F#8,P#
Wheat: Coastal Plain,Mineral Soil, low-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 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): HW 1, HW 2,HW F#18 P#,HW F#2, HW F#2 A,HW-F#6
HA,HW-F#6A HP, P# 1C,P#1 D, P#4A,P#413, P# 1
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 301bs./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.
923939 Database Version 3.1 Date Printed: 12-29-2016 Crop Note Page 4 of 8

The following crop note applies to field(s): 11W F#7
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): 11W F#4 (P
Soybeans-Full Season, Coastal Plain: Mineral Soil, low-leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. 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 by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However, applications of 20-301bs/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 soybean production.
The following crop note applies to field(s): HW 3, IIW 4, HW 5,HW 5A,HW 6, IiW F#1 P#, HW F#2,
HW F#4 , HW F#5 (Ma, I1 W F#8,P#2B F#4,P#1 A, P
Soybeans-Full Season, Coastal Plain: Mineral Soil, low-leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. 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 by a soil test report can be
broadcast or banded at planting. 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 soybean production.
923939 Database Version 3.1 Date Printed: 12-29-2016 Crop Note Page 5 of 8

The following crop note applies to field(s): HW 1,HW 2,HW F#18 P#, HW F#2,HW F#2 A,HW-F#6
HA,HW-F#6A HP,P# 1C,P#1 D,P#4A, P#413, P# 1
Soybeans-Full Season, Coastal Plain: Mineral soil,medium leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20.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°o for no-till planting. Seeding depth should be 1-1 1/2" and
adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be
broadcast or banded at planting. 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 soybean production.
The following crop note applies to field(s): HW F#7
Soybeans-Full Season, Coastal Plain: Mineral soil, medium leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. 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 by a soil test report can be
broadcast or banded at planting. 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 soybean production.
The following crop note applies to field(s): HW F#4(P
Double-Crop Soybeans, Coastal Plain: Mineral Soil, low-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 20-301bs.'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.
----------------------- ----------------------------
923939 Database Version 3.1 Date Printed: 12-29-2016 Crop Note Page 6 of 8

The following crop note applies to field(s): F#1 HW, HW F#l, HW F#1 P#,HW F#2, HW F#4 , HW
F#5 (Ma,HW F#8, P#2B F#4,P#IA,P#1B,P#2A F#4
Double-Crop Soybeans,Coastal Plain: Mineral Soil, low-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.
The following crop note applies to field(s): HW F#18 P#, HW F#2,HW F#2 A, liW-F#6 HA,
HW-F#6A I IP,P# IC,P#1 D, P#4A, P#413, P# 10 HA P, P#11
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.
923939 Database Version 3.1 Date Printed: 12-29-2016 Crop Note Page 7 of 8

The following crop note applies to field(s): HW F#7
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.
The following crop note applies to field(s): HW F#l,P#813,P#913
Small Grain Cover Crop
--------------------------------- ....... ----------------------.
923939 Database Version 3.1 Date Printed: 12-29-2016 Crop Note Page 8 of 8

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USDA United States Farm 6280
Department of_ Pender Count North Carolina Agriculture ye
Tract 7992
2016 Program Year
T 7: 7, '
,.
-; CLU Acres HEL Crop
r_ 1 16.76 NHEL
•. 2 1.82 NHEL
4 6.54 NHEL
6 13.86 NHEL
r 7 2.54 NHEL
8 3.04 NHEL
9 0.83 NHEL
10 0.08 UHEL Noncropland
12 2.88 UHEL Noncropland
14 2.89 UHEL Noncropland
18 25.6 UHEL
E1 20 1177.06 UHEL I Noncropland
Page Cropland Total: 70.99 acres
r
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14'
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NC—Roads
w Common Land Unit
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Non-Cropland
-may w Tract Boundary
Wetland Determination Identifiers
O Restricted Use
28 4 V Limited Restrictions
17 Exempt from Conservation
Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership,rather it depicts the information provided directly from the producer and/or the NAIP imagery. The producer
accepts the data'as is'and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any users reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size,shape,or specific determination of the area. Referto your original determination(CPA-026 and attached maps)for exact boundaries and determinations or contact NRCS.

USDA United States Farm 6556
—� Department of Agriculture Pender County, North Carolina
- _ Tract 7919
2016 Program Year
CLU Acres HEL Crop
1 43.08 UHEL
2 17.09 UHEL
4 9.67 NHEL
5 9.78 NHEL
6 0.82 UHEL
8 1.91 UHEL Noncropland
13 0.11 UHEL Noncropland
14 0.77 UHEL Noncropland
19 5.55 UHEL Noncropland
21 6.32 UHEL Noncropland
22 25.53 UHEL Noncropland
_ 23 1.35 UHEL Noncropland
24 0.69 1 UHEL Noncropland
25 2.1 1 UHEL Noncropland
Page Cropland Total: 80.44 acres
MEw- le
W Map Created September 14,2016
Base Image Layer flown in 2014
A. NC-Roads
Common Land Unit
Cropland
Non-Cropland
Tract Boundary
�- Wetland Determination Identifiers
O Restricted Use
V Limited Restrictions
Exempt from Conservation
Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal surveyor reflect actual ownership;rather it depicts the information provided directly from the producer and/or the NAIP imagery. The producer
accepts the data'as is'and assum es all ri sks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs-
Wetland identifiers do not represent the size,shape,or specific determination of the area. Referto your original determination(CPA-026 and attached maps)for exact boundaries and determinations or contact NRCS-

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Pj5jjEREVVISIONS
DESCRIPTION

Fennell Nurseries
691 Little Kelly Rd
Rocky Point, NC 28457-8717
2-21-20
1 am requesting that the NC DEQ, Division of Water Resources consider
combining my AWS 710027 (Fennell Nursery 3) & AWS 710028 (Fennell
Nursery 1&2) into one permit. All three AWLs are located on the same
site location and they have a common WUP. All animal units and SSLW
is still the same with no changes. It will be okay to use AWS 710027 as
the permit number for all three. Any questions, feel free to call me at
910-470-0510.
Jason Fennell
Owner

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
Existin r New or Expanded lease circle one
General Information: \\ Permit No:
Name of Farm: a � °i J Facility No:_77 1 --�
Owner(s) Name: !� I cc n N4Q ` Phone No.9I.4z:. - 47c- �J
Mailing Address: 4 14.— &QX �, r� , I _ o qr'7
Farm Location: County Farm is located in: r
Latitude and Longitude: t��� � / _r 5 7` a R q Integrator:
Please attach a copy of a county road snap with location identified and describe below (Be specific: road
names, directions, milepost, etc.): „1_ ;711;'=' e �'y
Operation Description:
Type of Swine No. ofAnintals Type ofPoulhy No. ofAnintals Type of Dairy No. ofAnintals
o Wean to Feeder o Layer o Milking
o Feeder to Finish o Non-Layer o Dry
Farrow to Wean 'I2�Q Type of Beef No. ofAnintals o Heifers
o Farrow to Feeder o Brood o Calves
o Farrow to Finish o Feeders
o Gilts o Stockers
o Boars Other Type of Livestock: Number ofAnintals:
Expanding Operation Only
Previous Design Capacity: Additional Design Capacity_ Total Design Capacity:
Acreage Available for Application:� A-� �� Required Acreage:
Number of waste structures: 3 Total Capacity ( Cubic Feet(ft3)
Are subsurface drains present on the farm: YES or NO (please circle one) _4 p")L 1 5-"L-)-) i'3 r
If YES: are subsurface drains present in the area of the waste structures(please circle one or both as applicable)
Owner/Manager Agreement
I (we)verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a permit application and a new certification to be submitted to the
Division of Water Resources(DWR) and permit approval received before the new animals are stocked. I(we)understand that
there must be no discharge of animal waste from the storage system to surface waters of the state unless specifically allowed
under a permit from DWR and there must not be run-off from the application of animal waste. I (we) understand that run-off
of pollutants from lounging and heavy use areas must be minimized using technical standards developed by the USDA-
Natural Resources Conservation Service (NRCS). The approved plan will be filed at the farm and at the DWR Regional
Office and the office of the local Soil and Water Conservation District (SWCD). I (we) know that any modification must be
approved by a technical specialist and submitted to the DWR Regional Office and local SWCD and required approvals
received from DWR prior to implementation. A change in farm ownership requires a permit application to be sent to DWR
along with a new certification(if the approved plan is chan ed).
Name of Land Owner: 55��
Signature: Date:
Name of M nager (if different from owner):
Signature: Date:
AWC-September 18,2006 1

Technical Specialist Certification
LAs a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6H .0104, I certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Water Resources as specified in 15A
NCAC 2T.1300(formerly 2H .0217)and the USDA-Natural Resources Conservation Service and/or the North Carolina Soil
and Water Conservation Commission pursuant to 15A NCAC 2T.1300(formerly 2H .0217)and 15A NCAC 6F .0101-.0105.
The following elements are included in the plan as applicable. While each category designates a technical specialist who
may sign each certification (SD, SI, WUP, RC, I), the technical specialist should only certify parts for which they are
technically competent.
IL Certification of Design
A) Collection, Storage, Treatment System
Ch7;;;
te box
facility without retrofit (SD or WUP)
olume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
o New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,
have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist(Please Print):
Affiliation �-- �(,C�'� Date Work Completed:
Address (Agency): !p u a�Phone No.t L E>- -ZL I IE*�?
Signature: 74 Date: /7 -a L_—O^k�>
B) Land Application Site (WUP)
The plan provides for minimum separations(buffers);adequate amount of land for waste utilization;chosen crop is suitable
for waste management; and the hydraulic and nutrient loading rates are
appropriate for for the site and receiving crop.
Name of Technical Specialist(Please Print): c / C-f�+v'��_�^
Affiliation ,���,Y- s7Lf/G0 Date Work Completed: A 2�
Address (Agency): lk �LZ � 5" Phone No.:fit Z6-Z i—T)2?: ,3
Signature: Date:
C) Runoff Controls from Exterior Lots
Check the appropriate box
Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
o Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS.
Name of Technical Specialist(Please Print):
Affiliation p >'� Date Work Completed: d�—26
Address (Agency): 24e'�A X �5Phone No.:T,/6 a_f Ia i-
Signature: Date: D��a 1`23i
AWC-September 18,2006 2

D). Application and Handling Equipment
Check the appropriate box
Existing or expandingfacility acility with existing waste application equipment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
o New, expanded,or existingfacility acility without existing waste application equipment for spray irrigation. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
o New, expanded, or existing facility without existing waste application equipment for land spreading not using
spray irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan). t ��
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed: d'5
Address (Agency): Phone No.:.z &-D-S1 -`C 3 15�
Signature: Date: @ -OnA
E) Odor Control, Insect Control, Mortality Management and Emergency Action Plan (SD,
SI, WUP, RC or I)
The waste management plan for this facility includes a Waste Management Odor Control Checklist,an Insect Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects
have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are ccoom—pl—ete�a d can be implemented by this facility.
Name of Technical Specialist (Please Print): ! y ,r-
Affiliation � �,e/C'_, Date Work Completed: —
Address (Agency): ,��� s-�„'Ch. p�.Zttaj Phone No.7'�6-o f - L
Signature: Date:
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June 21, 1996,when was it constructed or last expanded
I (we)certify that I(we)have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road,street,or highway from this new or expanding swine farm. The notice was in
compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified are
attached.
Name of Land Owner:
Signature: Date:
Name of Manager (if different from owner):
Signature: Date:
AWC-September 18,2006 3

III. Certification of Installation
A) _Collection, Storage, Treatment Installation
New, expanded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds,have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation_ _ Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
B) Land Application Site (WUP)
The cropping system is in place on all land as specified in theanimal waste management plan.
Name of Technical Specialist (Please Print): 6r-:'n
Affiliation ) ��e Date Work Completed l�
Address (Agency): C hone No.:Y��c����=11� �
Signature: Date:_
C) Runoff Controls from Exterior Lots (RC)
Facility with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified
in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
D) Applicatihn and Handling Equipment Installation (WUP or I)
Animal waste application and handling equipment specified in the plan is on site and ready for use;calibration
and adjustment materials have been provided to the owners and are contained as part of the plan.
o Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract; equipment specified in the
contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are
contained as part of the plan.
Name of Technical Specialist (Please Print):
Affiliation — 'I I Date Work Completed: 9d C—
Address (Agenc ): l �g Phone No.: )b-X
Signature: ^� Date: � �
AWC-September 18,2006 4

E) Odor Control, Insect Control and Mortality Management (SD, SI, WUP, RC or I)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist(Please Print): er.slz k-.)-rA,---r--
Affiliation �1c —fir-' j�t1 t� Date Work Completed: 0 `�,- o�
Address (Agency): _ _ La &'qr� c— ANSPhone No.51ZS—o\�i-`l 1a3*3
Signature: �� Date: —L9-`- az---
Please return the completed form to the Division of Water Resources at the following address:
Department of Environment and Natural Resources
Division of Water Resources
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
Please also remember to submit a copy of this form along with the complete Animal Waste
;Management Plan to the DWR Regional Office and the local Soil and Water Conservation
District Office and to keep a copy in your files with your Animal Waste Management Plan.
AWC-September 18,2006 5

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
® Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional 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).
7 Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
R,4, S C p ok- Cr
Signature of Technical Specialist Date

,rr�� Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional 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 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

Swine Farm Waste Management —Odor Control Checklist l
Permit No.:
,pate:
INSTRUCTIONS FOR USE
Owner Signature: ,_4
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ Check any/all the BMPs you will implement on this facility._Items checked/selected become a requirement of the CAWMP
♦ Items in bold or pre-selected are required.
♦ Add any site-specific details related to the selected BMPs
♦ Include any other odor control measures not listed
♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize Odor Comments
Site Specific Practices
FARMSTEAD
♦ Swine Production Maintain vegetative or wooded buffers at or •Traps dust and gases, provides dilution
near property boundary and visual screening
• May require third party input/approval
♦ Improper drainage Grade and landscape so water drains away • Reduce odors and vectors that occur
from facilities and prevent ponding with stagnant conditions
Maintain farm access roads and prevent traffic • Prevents spillage during transport and
waste application area tracking of waste onto public roads
Other BMPs—please describe
MORTALITY MANAGEMENT
♦ Carcass ® Dispose of mortality using method approved • Required by statute and permit
Decomposition by NCDA&CS State Veterinarian. Manage • May require third party input/approval
According to CAWMP(Mortality Management
Checklist)and permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration ❑ Use incinerators with secondary burners for • Reduce odors by complete incineration
complete combustion.
❑ Other BMPs—please describe
)wine AMOC Page 1 of 6 APPROVED—7/25/2019

Swine Farm Waste Management — Odor Control Checklist Permit No.:
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—WASTE HANDLING
♦ Flush tanks ❑ Install flush tank covers • Pit-flush systems
♦ Odorous Gases Ofjush pits at least 4 times per day a Pit-flush systems
♦ Partial microbial Empty pits at least once every 7 days • Pit-recharge or"pull-plug"systems
decomposition ❑ Underfloor flush with pit ventilation
♦ Agitation of wastes ❑ Install/extend fill lines to near bottom of
tanks with anti-siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
♦ Ammonia ❑ F ush/recharge with treated effluent
Treat waste in pits with proven biological or • Monitor for any solids accumulation in pit
chemical additive
❑ Other BMPs—please describe
HOUSE/ BARN—FLOOR AND INDOOR SURFACES
♦ Manure covered floors crape manure from alleys into pens daily • Will move with other manure via pits
II nstall fully slotted floor system
tall waterers over slotted floor area
Install feeders at high end of solid floors • Where applicable
• Odorous Gases Scrape manure buildup from floors and walls •Aids in animal cleanliness
_E?�eep floors dry •Aids in animal cleanliness
Replastall underfloor ventilation for drying
ce bedding/scrape at frequency to • Solid floor/bedding systems
keep bedding dry
❑ Other BMPs—please describe
Swine AMOC Page 2 of 6 APPROVED—7/25/2019

Swine Farm Waste Management — Odor Control Checklist Permit No.:!1
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—VENTILATION
♦ Dust � lean fans regularly—specify frequency
♦ Volatile/odorous gases fficient air movement
-Install temperature and humidity sensors to
ntrol ventilation
Treat barn exhaust • Examples: biofilters,wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
❑ Other BMPs—please describe
HOUSE/BARN—FEED
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases ® Keep outdoor feed storage covered except ® Required by rule 15A NCAC 02D.1802
When necessary to add/remove feed
❑ Minimize free-fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal s May require third party input/approval
❑ Use feed additives • May require third party input/approval
♦ Ammonia ❑ Use feed-reduced crude protein diet • May require third party input/approval
❑ Other BMPs—please describe
HOUSE/BARN—GENERAL
♦ Dust nstall temperature and humidity sensors a Maintain relative humidity at 40 to 65%
♦ Odorous Gases 1l/� to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space • Can be used to treat exhaust air
charge system
❑ Other BMPs—please describe
Swine AMOC Page 3 of 6 APPROVED—7/25/2019

Swine Farm Waste Management— Odor Control Checklist Permit No.:
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON/WASTE STORAGE STRUCTURE
♦ Volatile Gases ® Maintain proper lagoon volume •Sufficient liquid volume/depth is required
for proper anaerobic treatment
❑ Minimize free-fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon • Use caution not to scour or damage lagoon liner
liquid level
aintain proper surface area-to-volume ratio
7Use correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
urvey as required by permit
K14 eep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives • Monitor for any increase in rate of solids accumulation
❑ Use permeable lagoon covers (not a digester)
❑ Use impermeable lagoon cover or • Methane can be flared if not utilized
anaerobic digester
❑ Other BMPs—please describe
LAND APPLICATION
♦ Odorous gases ® Perform land application in accordance with
CAWMP
♦ Wind drift ® Pump intake near lagoon surface • Required by rule 15A NCAC 02D.1802
❑ Pump from second stage lagoon
�ollow good neighbor policy .Avoid application on known weekends,
special days, or holidays/eves if possible
erate at minimum recommended pressure
Increase setbacks beyond those required by
statute, rule, or permit
Swine AMOC Page 4 of 6 APPROVED—7/25/2019

Swine Farm Waste Management —Odor Control Checklist Permit No.: 7/
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUE )
Apply during favorable wind conditions, • Recommend checking predicted average hourly
(especially for traveling guns or impact wind speed within 24 hours prior to
rinklers) anticipated start
hen practical, apply waste on sunny days •Allows for vertical dissipation of odor
/// rather than cool, overcast days
❑'When possible, apply waste mid-morning to •Allows for better vertical dissipation of odor
late-afternoon
XF'or traveling guns, use taper-ring or taper-bore • Less odor and drift than ring nozzles
zl
oes
raveling guns, use largest-available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low-drift nozzles
ZUse
center pivots and linear move systems.
hose-drag system
❑ Use injection method for waste application
❑ Other BMPs—please describe
SLUDGE DISPOSAL
♦ Odorous gases nsport sludge in covered vehicles or tankers
y in thin, uniform layers •Speeds drying and prevents ponding
Xcorporate land-applied sludge as soon as • Required within 48 hours or prior to next rain event,
practical after application, and in accordance whichever is first,for conventionally tilled
with permit. bare soils
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost, gasification, energy generation, etc.
❑ Other BMPs—please describe
Swine AMOC Page 5 of 6 APPROVED—7/2S/2019

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PIN: 3215-43-9596-0000 Sale Price:$Null Acres:104.69 Pender County
Owner: PEAY KENNETH D at al Sale Date: 20004143 Land Value:$192,630
4727 LITTLE KELLY RD Plat:00520016 Building Value: $2,683
Account No:941187 Total value:553,818 1:6,479
ROCKY POINT,NC 28457 0 0.0475 0.095 0.19 mi
Deed Ref: 1638/282 Township: LONG CREEK Deferred Value:$141,495
Subdivision: ExemptAmount: 0 0.075 0.15 0.3 km
Tax Codes:G01 F25 R40 PCL Class:R 1 inch= 540 feet N
Property Address: LITTLE KELLY RD OFF Heated S 4 Feet::: W g
Description: REMNANT TR PB 52J15 PEAY SURVEY PB 52115 PB 46/22 November 4, 2016
S