090099_30 day POA_20240930

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Curre"t liquid level(s) in inches as measured 'From the current liquid level in the
lowest point -on 'the fop of the gem for lagoons without spillways; and from 'the current iqui t° level
in the lagoon 'to the bottom of the spillvvav -For lagoons with spillways, d level
1.
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure G
Lagoon Name/Identifier (I®): =�
Spillway (Yes or No):
Level (inches): I Li
2. Check 0 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.
Liquid level is within the 25 year 24- hour storm elevations for o
ne Plan of Action is attached. Agronomic balance is within acceptable rrangemore,
structures. A 30 day
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste to
Pumped and hauled is reflected in section Ill tables- Included within this plan is a list of the
Proposed sites with related facility number(s), number acres and receiving crop information.
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to a �s�e root �ovetreo9 @rapine �aciiQaEyE;etrtM5d 1-:In5maQ waste Management pn eine
Operation will be partially or fully depopulated.
- attach a complete schedule with corresponding animal units and dates for depopulation
- if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Eerliest possible date to begin land application o wwaste:
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FoA Covey Page 2121100

11. 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: Billup Finishing
line m =
96.5 lb PAN
2. Structure ID:
line m =
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 1 + 2 + 3 + 4 + 5 + 6 = 96.5 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PFRInn_ nn NOT LIST FIR n-RTO WHICH PAN CANNOT RF APPI_IFn 171IIRINA THISWI DAY PFRInn_
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR-2
PAN balance
(Ib/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
1566
1
bermuda
6.02
50.00
301.0
March -Oct
15661
3
bermuda
2.47
50.00
123.5
March -Oct
'* uestimate
but transferred
'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) = 424.5 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 96.5 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 424.5 Ib. PAN
y. Overall PAN balance (w - x) = -328 lb. PAN
Line y must showas a deficit. If line y does not showas a deficit, list course of action here including pump and haul,
depopulation, herd reduction, etc. Forpump & 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 thesefields to the PAN balance
table and recalculate the overall PAN balance. If animal waste is to be hauled to anotherpermitted facility, provide
information regarding the herd population and lagoonfreeboard levels at the receiving facility.
NARRATIVE:
Transferred to other lagoon and at 34 FB on 9/18/24
PoA (30 Day) 2/21 /00

v 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):
FBillup Finishing
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 14.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0 1 inches
c. line b - line a (inches in red zone) = 5.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 47280 ft2
e. line c/12 x line d x 7.48 gallons/ft3 147356 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 52748.7 ft3
h. current herd # 1600 certified herd # 1600
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 9/15/23
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)
52749 ft3
0 ft3
27580 1ft3
100143 gallons
0.39 Ibs/1000 gal.
96.5 Ibs. PAN
PoA (30 Day) 2/21100