820101_30 day poa_20240810

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
8/8/2024
1. Structure Name/Identifier (ID): I Rose Swine Farm #1 (82-101)
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 19.0 inches
c. line b - line a (inches in red zone) = 3.0 inches
d. top of dike surface area according to design
66850 ft'
e. line c/12 x line d x 7.48 gallons/ft3 125010 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 81754 ft'
h. current herd # 2480 certified herd # 2480
actual waste produced = current herd # x line g = 81754 ft'
certified herd #
i. volume of wash water according to structural design Oft3
j. excess rainfall over evaporation according to design 38996 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f= 150535 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 4/2/2024 1.26 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 347.2 Ibs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure 1 Rose Swine Farm (PoA30day) 8-8-2024 Page 3 of 4

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
8/8/2024
1. Structure Name/Identifier (ID): I Rose Swine Farm #2 (82-101)
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 19.0 inches
c. line b - line a (inches in red zone) = 3.0 inches
d. top of dike surface area according to design
88356 ft2
e. line c/12 x line d x 7.48 gallons/W 165226 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 121321.9 ft3
h. current herd # 3680 certified herd # 3680
actual waste produced = current herd # x line g = 121322 ft'
certified herd #
i. volume of wash water according to structural design Oft3
j. excess rainfall over evaporation according to design 53812.5 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f= 218334 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 4/2/2024 2.32 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 889.9 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure 2 Rose Swine Farm (PoA30day) 8-8-2024 Page 4 of 4

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: Rose Swine Farm #1 (82-101)
line m = 347.2
lb PAN
2.
Structure ID: Rose Swine Farm #2 (82-101)
line m = 889.9
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 =
n. = 1 +2 +3+4+5+6 1237.0
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'
11308
F1
Bermuda Hay
13.96
125.00
1745.0
3/1 - 9/30
113081
F2
Bermuda Hay
7.99
125.00
998.8
3/1 - 9/30
11325
F1
Bermuda Hay
0.80
125.00
100.0
3/1 - 9/30
11325
F2
Bermuda Hay
5.06
125.00
632.5
3/1 - 9/30
11325
F3
Bermuda Hay
2.91
125.00
363.8
3/1 - 9/30
1263
F1
Bermuda Hay
12.47
125.00
1558.8
3/1 - 9/30
3722
F2
Bermuda Hay
2.33
125.00
291.3
3/1 - 9/30
3722
F1
Bermuda Hay
1.39
125.00
173.8
3/1 - 9/30
3722
F2
Bermuda Hay
3.76
125.00
470.0
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) = 6333.8 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1237.0 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 6333.8 lb. PAN
y. Overall PAN balance (w - x) = -5097 lb. PAN
SUMMARY Rose Swine Farm (PoA30day) 8-8-2024 Page 1 of 4

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.
SUMMARY Rose Swine Farm (PoA30day) 8-8-2024 Page 2 of 4