310776_Plan of Action_20181126

�aAAW" aid i l
3 -775
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number, 31-776 . County: Duplin
Facility Name. Leslie Whitted 1
Certified Operator Name: Leslie Whitted Operator Number: AWA16602
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Name/ID
Spillway(Y or N):
Level(inches):
Lagoon Lagoon Lagoon 3 Lagoon Lagoon 5
1
N
18
2 Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges_
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
_Operation will be partially or fully depopulated.
`Attach a complete schedule with corresponding animal -units and dates fro depopulation
"if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: as conditions permit
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Leslie Whitted Phone: [phone]
Facility Owner/Mana r (print)
Date: 11/20/2018
Facility Owner/Manager (signature)
i

0
11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: Lagoon 1
line m =
296.0 lb PAN
2.
Structure ID:
line m =
lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6,
Structure ID:
line m =
lb PAN
n.lines 1+2+3+4+5+6= 296.0lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD_ DO. NOT LIST FIFI nS TO WHICH Pam CANNnT RF Appl u=n nl 1PINn TNlc-an nav aFainn
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
t TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
new
12
Wheat
1.13
96.50
109.0
Sept -April
new
13
Wheat
2.16
125.40
270.9
Sept -April
new
14
Wheat
3.00
125.40
376.2
Sept -April
new
-15
Wheat
2.66
1,25.40
333.6
Sept -April
,state current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 1089.7 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 296.0 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section Ill) = 1089.7 lb. PAN
y. Overall PAN balance (w - x) _ -794 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and,
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility.
NAKKA I 1 V t:
Irrigation onto existing spray fields will continue as weather and field conditions permit. Wheat has not been
I
but grower expects to be able to plant by next week, if weather permits.
PoA (30 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): La oon 1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 89300 1ftz
e. line c/12 x line d x 7.48 gallons/ft3 55664 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design I 180 days
g. volume of waste produced according to structural design 121058.2 Jft3
h. current herd # 3672 certified herd # 3672
actual waste produced = current herd # x line g = 121058 ft'
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k: (lines h + i + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 10/24/2018
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21 /00
�lft3
52091.7 ft3
215860 gallons
1.09 Ibs/1000 gal.
296.0 Ibs. PAN

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Leslie Whiffed - Whitted-King 1 Farm (old Halls Marsh) County:.Duplln
Address: 2147 NC 55 East AWS310776
Mt. Olive, NC 28365 Pull Add't. #2' Date: 11/20/2018
Telephone: [phone] (via aluminum pipe)
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Ni imhar (aerQcl RN TvnA RInnn a/ Crnn(s)
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(In/hr)
(inches) Comments

Sh eet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Cadman 3000 Traveler w/Nelson 150 Big Gun
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hvdrant No fft/mini (in/hr i Wirlth(ft 1 1 annth(ft) (fact\ M—h-1 r)-" .,

Sh eet3
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment NIA
Operating Parameters
Field No Wetted Hydrant Spacing(ft) Application Nozzle _ Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure Time
Line NO. Yi arants Met ri eiines Ni elines Inmr inches) at Gun si at H drant(hr.) Comments -Acres per zone
TOTAL 0.00

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler m
160
0
Operating Pressure at Pump (psi)
#DIV/0!
#DIV/0!
Design Precipitation Rate in/hr
0.31
0.00
Hose Length feet
960
xxxxxXXX
Type of Speed Compensation
Mechanical
XXXXXXXX
Pump Type PTO, Engine, Electric
Engine
En ine
Pump Power Requirement h
#DIV/0!
#DIV/0!
TABLE 5 - Thrust Block Specifications
6"
4"
2"
THRUST BLOCK
THRUST BLOCK
THRUST BLOCK
LOCATION
AREA (sq. ft.
AREA (sq. ft.)
AREA (sq. ft.)
90 degree bend
8.8
4.3
1.1
Dead End
6.2
3.0
0.8
Tee
4.4
2.1
0.5
Gate Valve
6.2
3.0
0.8
45 degree bend
4.7
2.3
0.6
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER �y�' • Q
Name: Micah Kevin Weston CID
Company: Murphy -Brown, LLC dba Smithfield Hog Production w Z r
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398 �02Qj9 ,
Phone: (9'10) 293-3434 l
�'
Required. Documentation' ,S�o�,IN ;'+
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be Installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This design is for an addition of pulls to an existing facility. The acres were calculated based on the equipment
specified, field calibrations and the charts created by NCSU for calculating Area Allowances for Hard Hose
Traveler Systems.
This irrigation system is designed to use above -ground aluminum pipe. The system is designed to
accommodate the flow velocities, flow rates and pressure requirements associated with a Cadman 3000
traveler with a Nelson Big Gun sprinkler. The design of the traveler system requires the use of a 1.08" ring
nozzle in the gun. Each pull has a specific arc setting and travel speed which must be used to achieve the
desired application. This information is given In Table 2 of this design. A detail of the traveler setup points and
pull layout is also included. The suction assembly for the pump to be used should be a minimum of 6"
aluminum. A pressure gauge should be installed on the discharge side of the pump where it can be seen
during start up of the system.
Refer to owner's manual and irrigation deafer for information on maintenance, winterization, and operation of
system.

s
Sheet7
CALCULATIONS
Sprinkler Specifications
-
Sprinkler Type: Nelson 150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
50 psi
Flowrate(GPM)-.
160 gpm
Wetted Diameter.-
280 feet ` Reflects field measurement
Lane Spacinas
Desired Spacing (%):
70 %
Design Spacing(feet):
196 'PVC irrigation pipe normally comes in 20' pieces,
so°round to the nearest multiple of 20.
Actual Spacing (feet):
180 feet
Actual Spacing (%):
64 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(_9xradi,
us) squared)
Design App. Rate =
0.31 In/hr
300 degree arc =
0.37 in/hr 330 degree arc = 0.34 in/hr
220 degree arc =
0.51 in/hr
180 degree arc =
0.62 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired-app. (in.) =
0.5 inches 360 degree arc = 2.85 ft/min
300 degree arc =
3.42 ft/min 330 degree arc.= 3.11 ft/min
220 degree arc =
4,57 ft/min
180 degree arc =
5.71 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:
inches
Velocity-- #tDIV/01
ft/sec.
Page 1

Sheet8 (2)
Whitted Farm; AWS310776
Acreage Calculations 4/06/2018
Pulls 12-15 11/20/2018
Width_
Len th
Acres
Total Acres
Start End
Stop End
_
Total
_
Pull #TjR)
Sft l
6midsection)
(midsection)
ac.
_-
ac. _
Pull Acres
9
199.2
329
1.505
1.5_05
0.408
0.338
2.2_5
10
180
532
_
2.198
_ 2.198
0.316
2.91
11
199.2
820
3.750
3.750
__0.394
0.408
0.338
4.50
12
199.2
84
0.384
0.384 ,
0.408
0.338
1.1_3
13
180
352
1.455
1.455
0.394
I 0 316
2.16
14
132
230
0.697
2.288
0,394
0.316
3.00
180
385
1.591
0.000
0.000
0.000
0.00
_ 15
199.2
0
419
0
1.916
0.000
1.916
0.000
_
0.408
0.000 -
_ _
0.338
0.000
2.66
000
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
i 0.000
0.000
- 0.000
a.bo
0
0
0.000
0.000
o-000
0.000
0.00
o
a
a.000
o.000
0.000
0.000
0.00
o
0
0.000
0.000
0.000
0 000 I _
0.00
0
0
0 000
0.000
0.000
0.000
0.06
--
0 -
-
0.000
- 0.000 -
0.000
0.000
0.00
0
.0-
0
0.000
0.000 J
0.000
0.000 i
0.00
- -
- -0--
0
0.000
0.000
0. boo'
• 0:000 1
0.00
0
0-
o._aoo
0.000
0.000
1 0.000-
-- 0.00
_
I
Total Acres
18.61
Page 1

Wh itted—Ki_n g,
1 Farm
(Old Halls Marsh
Farm)
AWS310776
Irrigation Add't..
Specifications: Pulls
Cadman 3000 Traveler
�'80
Nelson 150 Big Gun'
w/1.08" Nozzle @ 50 PSI
160 GPM; 280' WD
Q CV
180' Lone Spacing (TYP)
(Via above —ground pipe)
0)/
N
/
0.
To.v ap
>J " n OY
INMI
11 /20/2018 — Added pulls 12-15
A
66 c.
16
13 Ac.
Existing Pulls
(1-6)
GRAPHIC SCALE
300 0 150 300 600
( IN FEET )
1 inch, = 300 fL
Existing Pulls
Sotbodw
V From Property Lbe
2W From Raddwxw
7-

BARWICK AG SERVICES, LLC
Clinton, NC 28328
910-386-1000
Irrigation Equipment Field Calibration Form
Location:
Date of Field Calibration:
Flow Meter Serial Number: j (�YY)
G.ZG 0-2- 203
Equipment Number: '
Measured ring size: �.S inches
Is ring size Witbi.n 0.01" of original manufactured size?
_ZL Yes or No. If not replace ring.
Pressure Gauge Readings At Pump:
At Traveler;
psi
psi (if applicable)
At Sprinkler/Gun:;` psi
Expected Flow Rate (From manufacturers chart): '! S GPM
Measure Flow Rate (from flow meter): b, - GPM
Flow rate variance greater than 10%
Yes No ,.'
Expected Wetted Diameter (from the wettable acres determination)
Measured Wetted Diameter:
Wetted diameter variance greater than 15% &/or measured flow variance greater than
10%: Yes No V'" If Ties, then contact a technical specialist or irrigation
dealer for assistance, enter work order number:
And/or explain findings;
Calibrator: , &
(Signature)
Irrigatiou Equipment Field Cahbracon Form 4-1-03.doe Rttention Period. 3 year Original 4/1103

SpecificationsReception Area
Tract Field Irrigated Soil Ist Crop Timeto IstCrop IstCrop LbsN/Ac Lbs N Total lbs N
Acreage Type Code Apply Yield lbs N/Unit Re§lduaf /Ac Utilized
MZ