090184_POA_20210219

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Opera for Name:
(1 met a:.o:
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon Name/identifier (1D): 1
Spillway (Yes or No):
Level (inches): /s
r
2. Check a: 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 one or more structures- A 30 day
Plan of Action is attached. Agronomic balance is within acceptable range.
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 111 tables. Included within this plan is a list of the
proposed sites with related facility number(s), number acres and receiving crop information.
Contact
c, and secure ra oval from the Division of Water Reso°ur ces prior to 5' trasfer of
waste to a site not covered in the 'aaci ity's certifiedanima] waste management pilan.
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
Earliest date beginapplication of waste:
0'/ 19/a©32.,
�. Earliest possible to land applica� o
have rev fl d above
and included within the attached Pan
u.�e„--si-,f, "G� ��'i�1I that s� �.-,Uv.,C the �:cr-'o: c: ...E'� �S•_e� a,I".. .. _.
!- of y j and �T^Cap the � L• r s accurate and correct.
i ie my knew'edge and ab� 7ty, t. e :-io'rmatEoon: °
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=aca^E:1 `ti�1wnes /► ra lager
:"'aaci tt'Sj l AAR e iV.2E:ager (scg_ 'ter e)
Phone:
cA Cover Page 2/2 s/0z0

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:
2. Structure ID:
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
Albert Beatty
n. lines 1 + 2 + 3 + 4 + 5 + 6 =
line m = 142.0 Ib PAN
line m = Ib PAN
line m = Ib PAN
line m = Ib PAN
line m = Ib PAN
line m = Ib PAN
142.0 Ib PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
IST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR-t.
2 PAN balance
(Ib/acre)
TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
2075
1
winter annuals
2.38
25.00
59.5
Sept - Mar
2075
2
winter annuals
2.34
25.00
58.5
Sept - Mar
2075
3
fescue
1.77
75.00
132.8
Aug -Jul
2075
4
fescue
1.39
75.00
104.3
Aug -Jul
2075
5
fescue
0.73
75.00
54.8
Aug -Jul
2075
6
small grain os
2.12
25.00
53.0
Oct -Mar
2075
7
small grain os
1.73
25.00
43.3
Oct -Mar
2075
8
small grain os
0.52
25.00
13.0
Oct -Mar
2075
9
winter annuals
1.45
25.00
36.3
Sept - Mar
2075
10
winter annuals
0.90
25.00
22.5
Sept - Mar
2075
11
winter annuals
0.73
25.00
18.3
Sept - Mar
***guestimates on PAN***
'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) =
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) =
x. Crop's remaining PAN balance (line v from section III) =
y. Overall PAN balance (w - x) =
NARRATIVE:
596.0 Ib. PAN
142.0 Ib. PAN
596.0 lb. PAN
-454 Ib. PAN
will begin pumping as soon as field conditions permit.
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):
Albert Beatty
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/ft3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
g. volume of waste produced according to structural design
h. current herd #
3040
certified herd #
15.0
19.0
inches
inches
4.0 inches
37800
ft2
94248 gallons
180
22271
3040
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
m. ((lines e + k)/1000) x line I =
11/18/2020
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
days
ft3
22271 ft3
0
22050
ft3
ft3
55254 gallons
0.95
lbs/1000 gal.
142.0 Ibs. PAN
PoA (30 Day) 2/21/00