090025_30 day POA_20210216

PLAN OF ACTION (A) F O RHIGH F 'U E J O /i RD AT AI! MA1 AlV
0' •
c
Facility Number: 1 Cour*:
Faci➢oty Name: 2-11.-.).nr\qg F 6( tr
Cerrned Operator game: U \?(? Operator � � r,
(1 1. Current liquid level(s)in incl-r�s as e• ._ to
r n asgred 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
Lagoon Name/Identifier (ID): ,
Spillway (Yes or No):
Level ( inches): 1
I11U
ES
2. Check all applicable iterns
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 PAID content of waste to
pumped and hauled is reflected in section III tables. Included within this plan is a list of the
proposed sites with related facility nurnber(s), number acres and receiving crop information.
Contact and secure approval from the Division off Water Quality prior to transfers of waste
to a site not covered in the facility's certified animal waste management plan.
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 Ievels and herd population for the receiving facility
3. Earliest possible date to begin land applidation of waste:
14,12i
11 hereby certify that ➢ have reviewed the information 'listed above and iniuded within the attached Plan
of.Action, and to the best of n'y knowledge and ability, the information is accurate and correct,
le\‘ akin R SI'Oy
�
• Facility Owner/Manager (print) .
(910)ZO-1' 2
Date: o9-. ' 1 Co -oil
Facility OwnerriManager (signature)
PoA Cover Paige 212 /03

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:
Storms 5
Storms 6
n. lines 1 + 2 + 3 + 4 + 5 + 6 =
line m = Ib PAN
line m = 173.3 Ib PAN
line m = Ib PAN
line m = Ib PAN
line m = Ib PAN
line m = Ib PAN
173.3 Ib PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
NG 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 (Ibs.)
column r x s
u. application window'
1043
J
wheat
2.60
75.00
195.0
Sept - April 30
P1
wheat
4.90
75.00
367.5
Sept - April 30
** guestimate on PAN left
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) =
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:
562.5 Ib. PAN
173.3 Ib. PAN
562.5 Ib. PAN
-389 lb. PAN
will begin pumping as soon as field conditions allow.
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):
Storms 6
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 c112 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 #
8568
certified herd #
18.0
19.0
inches
inches
1.0 inches
127596
ft2
79535 gallons
180
161410
8568
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 =
12/2/20
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
days
ft3
161410 ft3
77000
ft3
ft3
297218 gallons
0.46
Ibs/1000 gal.
173.3 Ibs. PAN
PoA (30 Day) 2/21/00