710042_30 day poa_20210331

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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): Lagoon #1
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 c/12 x line d x 7.48 gallons/ft'
3. Projected volume of waste liquid produced during draw down period
18.0 inches
19.0 inches
1.0 inches
786,083 ftz
489992 gallons
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 519600 ft3
h. current herd # 1175 certified herd # 1200
actual waste produced = current herd # x line g = 508775 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 1 2/22/2021
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)
0�ft3
56058 ft3
704158 gallons
0.8410n1Ibs/1000 gal.
979.2 Ibs. PAN
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): Lagoon #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) 786,083 ft2
e. line c/12 x line d x 7.48 gallons/ft° 489992 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 519600 ft3
h. current herd # 1175 certified herd # 1200
actual waste produced = current herd # x line g = 508775 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 1 2/22/2021
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)
01 ft3
56058 1ft3
704158 gallons
0.82 Ibs/1000 gal.
979.2 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: Lagoon#1
2. Structure ID: Lagoon #2
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
line m = 979.2 lb PAN
line m =
987.8 lb PAN
line m =
lb PAN
line m =
lb PAN
line m =
lb PAN
line m =
lb PAN
n.lines 1+2+3+4+5+6= 1967.0lbPAN
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'
1611
1 S
Coastal
9.96
296.00
2948.2
3/15-10/1
2S
8.74
296.00
2587.0
3/15-10/1
3S
8.83
296.00
2613.7
3/15-10/1
4S
9.12
296.00
2699.5
3/15-10/1
4N
3.55
305.00
1082.8
3/15-10/1
5N
7.93
305.00
2418.7
3/15-10/1
5S
10.62
296.00
3143.5
3/15-10/1
CP 20&26
18.50
305.00
5642.5
3/15-10/1
'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) = 23135.8 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1967.0 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 23135.8 lb. PAN
y. Overall PAN balance (w - x) _ -21169 lb. PAN
PoA (30 Day) 2/21/00