820343_POA_20200221

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 82-343 County: Sampson
Facility Name: P-19A&B
Certified Operator Name: Dennis E. Alphin Operator Number: 988615
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 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: 19A 19B
Spillway(Y or N): N N
Level(inches): 16 14
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. Volume 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
Rif 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: 2/28/20 Weather permitting.
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.
Prestage Farms Inc. Phone: [phone]
Facility Owner/Manager (print)
--7-7-e/t(
Facility Owner/Mafriager` (signature)
Date: 2/21/2020

30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID):
19A
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr./24 hr. storm & structural freeboard
c. line b - line a (inches in red zone) =
top of dike surface area according to design
d. (area at below structural freeboard elevation)
e. line c/12 x line d x 7.48 gallons/ft3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
g. volume of waste produced according to structural design
h. current herd #
2000
certified herd #
16.0
19.0
inches
inches
3.0 inches
138976
ft2
259885 gallons
180
211997
2000
actual waste produced = current herd # x line g =
certified herd #
1. 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
m. ((lines e + k)/1000) x line 1 =
1 /6/2020 ,
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
days
ft3
211997 fti
0
84933.3
ft3
ft3
370173 gallons
1.21
762 lbs. PAN

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):
19B
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr./24 hr. storm & structural freeboard
c. line b - line a (inches in red zone) =
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c112 x line d x 7.48 gallons/ft3
3. Projected volume of waste liquid produced during draw down period
f, temporary storage period according to structural design
g. volume of waste produced according to structural design
h. current herd #
2000
certified herd #
14.0
19.0
inches
inches
5.0 inches
139356
ft2
434326 gallons
180
211997
2000
actual waste produced current herd # x line g =
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
m. ((lines e + k)/1000) x line I =
1/6/20201
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
days
ft3
211997 ft3
0
84000
ft3
ft3
369010 gallons
1.27
Ibs/1000 gal.
1020.2 lbs. PAN
PoA (30 Day) 2/21100

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR/24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID:
2. Structure ID:
3. Structure ID:
4_ Structure ID:
5. Structure ID:
6. Structure ID:
19A
19B
n. lines + 2 + 3 + 4 + 5 + 6 =
line m = 762.4 ib PAN
line m = 1020.2 Ib PAN
line m = Ib PAN
line m = Ib PAN
line m = lb PAN
line m - Ib PAN
1782.6 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PE
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR-t.
2 PAN balance
(Ib/acre)
TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
10977
11C
Small Grain
5.60
50.00
280.0
OCT-MAR
10977
11D
Small Grain
3.50
50.00
175.0
OCT-MAR
10977
11E
Small Grain
4.70
50.00
235.0
OCT-MAR
10977
1A
Small Grain
5.00
50.00
250.0
OCT-MAR
10977
11G
Small Grain
3.90
50.00
195.0
OCT-MAR
10977
4D
Small Grain
4.20
50.00
210.0
OCT-MAR
10977
4B
Small Grain
3.80
50.00
190.0
OCT-MAR
10977
4F
Small Grain
4.20
50.00
210.0
OCT-MAR
10977
11H
Small Grain
2.90
50.00
145.0
OCT-MAR
. Total PAN available for all flelds (sum of column t) =
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) =
x. Crop's remaining PAN balance (line v from section 111) =
y. Overall PAN balance (w - x) =
1890.0 Ib. PAN
1782.6 Ib. PAN
1890.0 Ib. PAN
-107 Ib. PAN