090198_Plan of Action (POA)_20200621

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 l 6/21/2020
1. Structure Name/Identifier(ID): Pinnacle Sow 1st Stage 09-198
2. Current liquid volume in 25 yr./24 hr. storm storage.&structural freeboard
a. current liquid level according to marker 24.0 inches
b. designed 25 yr./24 hr. storm &structural freeboard 31.4 inches
c. line b-line a(inches in red zone) = 7.4 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 298935 ft2
e. line c/12 x line d x 7.48 gallons/ft3 • 1386341 gallons
3. Projected volume of waste liquid produced during draw down period
99
f. temporary storage period z 132 180 days
g. volume of waste produced according to structural design 259534.5 ft3
h. current herd# 3158 certified herd# 3158
actual waste produced = current herd# x line g.= 259535 ft3
certified herd#
i. volume of wash water according to structural design 0 ft3
j. excess rainfall over evaporation according to design 173316.5 ft3
k. (lines h;+i +j)x 7.48 x 30 days/line f= 539621 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 5/27/2020 0.78 Ibs/1000 gal.
m. ((lines e+k)/1000)x line I = 1502.3 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below) •
PoA(30 Day) Pinnacle(1-2) (09-198) PoA30day(6-21-20) 6/22/2020

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 6/21/2020
1. Structure Name/Identifier(ID): Pinnacle Sow 2nd Stage 09-198
2. Current liquid volume in 25 yr./24 hr. storm storage&structural freeboard
a. current liquid level according to marker 24.0 inches
b. designed 25 yr./24 hr. storm&structural freeboard 31.4 inches
c. line b-line a(inches in red zone) = 7.4 inches
d. top of dike surface area"according to design
(area at below structural freeboard elevation) 295293 ft2
e. line c/12 x line d x 7.48 gallons/ft3 1369451 gallons
3. Projected volume of waste liquid produced during draw down period
99
f. temporary storage period : 132 180 days
g. volume of waste produced according to structural design 259534.5 ft3
h. current herd# 3158 certified herd# 3158
actual waste produced = current herd# x line g = 259535 ft'
certified herd#
i. volume of wash water according to structural design 0 ft3
j. excess rainfall over evaporation according to design 173316.5 ft3
k. (lines h+i +j)x 7.48 x 30 days/line f= 539621 gallons
4. Total PAN to be,land applied during draw down period
I. current waste analysis dated 5/27/2020 0.78 lbs/1000 gal.
m. ((lines e+k)/1000)x line I= 1489.1 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below) "
PoA(30 Day) Pinnacle(1-2) (09-198) PoA30day(6-21-20) 6/22/2020

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: Pinnacle Sow 1st Stage line'm= 1502.3 lb.PAN
2. Structure ID: Pinnacle Sow 2nd Stage line m= 1489.1 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. lines1 +2+3+4+5+6= 2991.3lbPAN
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•t.TOTAL PAN u.application window
2 PAN balance BALANCE FOR
(lb/acre) FIELD(lbs.)
column r x s
2 Bermuda Hay 1.05 180.00 189.0 3/1 -9/30 "
3 Bermuda Hay 1.69 180.00 304.2 3/1 -9/30
- 4 Bermuda Hay 3.03 180.00 545.4 3/1 -9/30
5 Bermuda Hay 3.35' . 180.00 603.0 3/1 -9/30
6 Bermuda Hay 3.74 180.00 673.2 3/1 -9/30
7 Bermuda Hay 1.28 180.00 230.4 3/1 -9/30
.8 Bermuda Hay _ 1.56 180.00 280.8 3/1 -9/30
9 Bermuda Hay 1.89 180.00 340.2 3/1 V 9/30
- 10 Bermuda Hay 2.25 180.00 405.0 3/1 -9/30 _ •
11 Bermuda Hay 2.68 180.00 482.4 3/1 -9/30
12 Bermuda Hay 2.12 - 180.00 381.6 3/1 -9/30,
13 Bermuda Hay 3.71 180.00 667.8 3/1 -9/30
14 Bermuda Hay 2.75 180.00 495.0 3/1 -9/30
15 Bermuda Hay . 2.01 180.00 361.8 3/1 -9/30
' 16 Bermuda Hay 1.78 180.00 320.4 3/1 -9/30 -
17 Bermuda Hay 1.81 ` 180.00 325.8 3/1 -9/30
18 Bermuda Hay 2.18 180.00 392.4 3/1 -9/30
19 Bermuda Hay V 2.25 180.00 405.0 3/1 -9/30
20 Bermuda Hay 0.97 180:00 174.6 3/1 -9/30
21 Bermuda Hay 3.07 180.00 552.6 3/1 -9/30
22 Bermuda Hay 1.82 180.00 327.6 3/1 -9/30
23 Bermuda Hay . 1.90 180.00 342.0 3/1 -9/30
24 Bermuda Hay 0.97 180.00 174.6 3/1 -9/30
25 Bermuda Hay. 4.23 180.00 761.4 3/1 -9/30 .
26 Bermuda Hay 3.63 180.00 653.4 3/1 -9/30'
27 Bermuda Hay 3.10 180.00 558.0 3/1 -9/30
28 Bermuda Hay 2.59 180.00 466.2 3/1 -9/30
29 Bermuda Hay 3.28 180.00 590.4 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)= 12004.2 lb. PAN
PoA(30 Day) Pinnacle(1-2) (09-198) PoA30day.(6-21-20) "6/22/2020

IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied(line n from section II)= 2991.3 lb.PAN
x. Crop's remaining PAN balance(line v from section III)= 12004.2 lb.PAN
y. Overall PAN balance(w-x)= .-9013 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.
NARRATIVE:
Farm is still in red. This is a updated PoA. Waste will be applied as soon as weather permits.
•
PoA(30 Day) Pinnacle(1-2) (09-198) PoA30day(6-21-20) 6/22/2020

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 5/21/2020
1. Structure Name/Identifier(ID): Pinnacle Sow 1st Stage 09-198
2. Current liquid volume in 25 yr./24 hr. storm.storage&structural freeboard
a. current liquid level according to marker [ 30.0 inches
b. designed 25 yr./24 hr. storm &structural freeboard 31.4 inches
c. line bn-line a (inches in red zone) = 1.4 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 298935 ft2
e. line c/12 x line d x 7.48 gallons/ft3 268324 gallons
3. Projected volume of waste liquid produced during draw down period
99
f. temporary storage periods 132 180 days
g. volume of waste produced according to structural design 259534.5 ft3
h. current herd# 3158 -certified herd# 3158
actual waste produced = current herd# x line g = 259535 ft3
• certified herd#
i. volume of wash water according to structural design 0 ft3
j. excess rainfall over evaporation according to design 173316.5 ft3
k: (lines h +i +j)x 7.48 x 30 days/line f= 539621 gallons
4. Total PAN to be land applied during draw down period
•
I. current waste analysis dated 1/9/2020 0.74 lbs/1000 gal.
m. ((lines e+k)/1000)x line I= 597.9 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA(30 Day) Pinnacle(1-2) (09-198) PoA30day(5-21-20) 5/21/2020

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 5/21/2020
1. Structure Name/Identifier(ID): Pinnacle Sow 2nd Stage 09-198
2. Current liquid volume in 25 yr./24 hr. storm storage&structural freeboard
a. current liquid level according to marker 30.0 inches
b. designed 25 yr./24 hr. storm&structural freeboard 31.4 inches
c. line b-line a (inches in red zone) = 1.4 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 295293 ft2
e. line c/12 x line d x 7.48 gallons/ft3 265055 gallons
3. Projected volume of waste liquid produced during draw down period
99
f. temporary storage period 132 180 days
g. volume of waste produced according to structural design 259534.5 ft3
h. current herd# 3158 certified herd# 3158
actual waste produced = current herd# x line g = 259535 fts
certified herd#
i. volume of wash water according to structural design 0 ft3
j. excess rainfall over evaporation according to design 173316.5 ft3
k. (lines h+i+j)x 7.48 x 30 days/line f= 539621 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1/9/2020 0.74 lbs/1000 gal.
m. ((lines e+k)/1000)x line I= 595.5 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA(30 Day) Pinnacle(1-2) (09-198) PoA30day(5-21-20) 5/21/2020

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: Pinnacle Sow 1st Stage line m= 597.9 lb PAN
2. Structure ID: Pinnacle Sow end Stage line m= 595.5 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. lines1 +2+3+4+5+6= 1193.3IbPAN
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-t.TOTAL PAN u.application window
2 PAN balance BALANCE FOR
(lb/acre) FIELD(lbs.)
- columnrxs
2 Bermuda Hay 1.05 325.00 341.3 3/1 -9/30
3 Bermuda Hay 1.69 325.00 549.3 3/1 -9/30
4 Bermuda Hay ' 3.03 317.44 961.8 3/1 -9/30
5 Bermuda Hay 3.35 325.00 ' 1088.8 3/1 -9/30
6 Bermuda Hay • 3.74 304.58 1139.1 3/1 -9/30
7 Bermuda Hay 1.28 289.20 . ' 370.2 3/1 -9/30 .
8 Bermuda Hay 1.56 325.00 507.0 3/1 -9/30
9 Bermuda Hay . 1.89 325.00 614.3 3/1 -9/30
10 Bermuda Hay 2.25 313.12 . 704.5 3/1 -9/30.
11 Bermuda Hay 2.68 312.18 836.6 3/1 -9/30
12 Bermuda Hay 2.12 299.78 635.5 3/1 -9/30
• 13 Bermuda Hay 3.71 325.00 1205.8 3/1 -9/30
14 Bermuda Hay 2.75 325.00 893.8 3/1 -9/30
15 Bermuda Hay 2.01 298.40 599.8 3/1 -9/30
16 Bermuda Hay 1.78 316.42 563.2 3/1 -9/30 •
17 Bermuda Hay 1.81 325.00 588.3 3/1 -9/30
18 Bermuda Hay 2.18 325.00 708.5 3/1 -9/30
19 Bermuda Hay 2.25 325.00 731.3 3/1 -9/30
20 Bermuda Hay 0.97 325.00 315.3 3/1 -9/30
21 Bermuda Hay 3.07 325.00 997.8 3/1 -9/30
22 Bermuda Hay 1.82 325.00 591.5 3/1 -9/30
23 Bermuda Hay 1.90 325.00 ' 617.5 3/1 -9/30
24 Bermuda Hay 0.97 325.00 315.3 3/1 -9/30
25 Bermuda Hay 4.23 325.00 1374.8 3/1 -9/30
26 Bermuda Hay 3.63 312.38 1133.9 3/1 -9/30
27 Bermuda Hay 3.10 325:00 1007.5 3/1 -9/30
28 Bermuda Hay 2.59 313.21 811.2 3/1 -9/30
29 Bermuda Hay 3.28 325.00 . 1066.0 3/1 -9/30
1State 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)= 21269.5 lb. PAN
PoA(30 Day) Pinnacle(1-2) (09-198) PoA30day(5-21-20) 5/21/2020

IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied(line n from section II)= 1193.3 lb. PAN
x. Crop's remaining PAN balance(line v from section III)= 21269.5 lb. PAN
y. Overall PAN balance(w-x)= -20076 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.
NARRATIVE:
Waste will be applied as soon as weather permits.
•
•
PoA(30 Day) Pinnacle(1-2) (09-198) PoA30day(5-21-20) 5/21/2020