310141_30 day poa_20210303

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
3/3/2021
1. Structure Name/Identifier (ID): I B&P Farms, Inc. 31-141 1 Bobby Sholar Farm
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 16.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 3.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 97026 ft2
e. line c/12 x line d x 7.48 gallons/ft3 211678 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 121058.1 W
h. current herd # 3672 certified herd # 3672
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 1 11/25/2020
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)
121058 ft'
OW
56598.5 W
221479 gallons
1.28 Ibs/1000 gal.
554.4 Ibs. PAN
PoA (30 Day) 3/3/2021

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
3/3/2021
1. Structure Name/Identifier (ID): I B&P Farms, Inc. 31-141) (2) Bobby Sholar Farm
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 2.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 39950 ft2
e. line c/12 x line d x 7.48 gallons/ft3 62255 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 40352.7 ft3
h. current herd # 1224 certified herd # 1224
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 1 11/25/2020
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)
40353 ft3
0 ft3
37916.7 ft3
23304 gallons
1.16 Ibs/1000 gal.
99.2 Ibs. PAN
PoA (30 Day) 2/21 /00

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: B&P Farms, Inc. (31-141) (1)
line m =
554.4 lb PAN
2.
Structure ID: B&P Farms, Inc.(31-141) (2)
line m =
99.2 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 +2+3+4+5+6= 653.7lbPAN
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 PERIOD.
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'
6793
cp1
Bermuda Hay
13.70
225.00
3082.5
3/1 - 9/30
6793
cp2
Bermuda Hay
9.30
225.00
2092.5
3/1 - 9/30
7499
P15
Bermuda Hay
3.10
225.00
697.5
3/1 - 9/30
7499
P16
Bermuda Hay
3.59
225.00
807.8
3/1 - 9/30
7499
P17
Bermuda Hay
2.03
225.00
456.8
3/1 - 9/30
7499
P18
Bermuda Hay
3.20
225.00
720.0
3/1 - 9/30
'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) = 7857.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 653.7 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 7857.0 lb. PAN
y. Overall PAN balance (w - x) = -7203 lb. PAN
PoA (30 Day) 3/3/2021

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.
This poa update to last one dated 3-3-2021. Both lagoons still in red. As soon as weather permits I will
resume pumping operation to get lagoon level back in compliance.
PoA (30 Day) 3/3/2021