090025_30 day POA_20210202

PLAIM CDF ACTON �PaA) FOR MGH FREM DEB OARD AT AM PIONAL FAC'WMEB,
FaoiiDo y 25 County:
F /x i1.n
cevt fled Operator Name: R3< lei Oo oarratterr :Fs 19"
1. Current liquid level(s) in inch as rneasred front the current liquid level in the lagoon to •cho
lowest point oil the top of the date for lagoons without spillways; and frorn the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spilivvays.
Structure I -Structure 2 Structure 3 Structure 4 Structure 5 S-tructure G
Lagoon Namelldentifier (0):
Spillway (Yes or No): (ft.
07
Level (inches): 1
2. Check 'effl applicable items
l
Liquid level is within the desi ned : • 1
g .structural Freeboard elevations* one or t�nore structures. Five*.,
and 30 day Plans of Action are attached. Hydraulic and agronomic balances are within
acceptable ranges.
iJ Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A 30 da
Plan of Action is attached. Agronomic balance is within acceptable range, , y
Waste is to be pumped and hauled to off site locations. Volume and P/-1%N 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.
Cc,Mavt and BecUre alppFovsd fQ'orf�i the ©ivusIlon of waiters QuaD6ty �rro®� tt©_�par��ferr of wastetam on ate not coveved lin the lacflKy's cerrffled anim-Ed waste managament 1pDan.
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. Earliest possible date to begin 1 a I I
p g and applfcat�on o, waste.
D havatoy MANY that D have rrev6ewed the hrDf®1rmru81&3n HSted above and D PUDIGO uvKh1in the attached Man
of AcUonq and to the beat of my knowiledge and abillky, the unfarrm@Van Ds accuWe and cortrecctt.
' �ac>iD6�y �wr�etrl�air�agerr QIp�6r�t) _
Facflky ®weer managerr (26gnattuire)
Phone-. -(0110) 8 � 2 — 20-12-
210 121 L2
PoA Coveir Pegs 2121109

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID:
Storms 1
2. Structure ID:
Storms 2
3. Structure ID:
Storms 3
4. Structure ID:
Storms 4
5. Structure ID:
6. Structure ID:
line m = Ib PAN
line m =
403.5 Ib PAN
line m =
205.9 Ib PAN
line m =
155.8 Ib PAN
line m = Ib PAN
line m = Ib PAN
n. lines 1 +2+3+4+5+6= 765.2 Ib PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
0C01nn nfl AInT 11eT =1=1 nc Tn wuir_u PAKI r'_APINnT RF APPI IFn nt]RING 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'
903
K-P
wheat
30.00
75.00
2250.0
9/1-4/30
**guestimate on remaining PAN balance
'State current crop ending application date or next crop application peglnning aate Tor avaliaDie
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 2250.0 Ib. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 765.2 Ib. PAN
x. Crop's remaining PAN balance (line v from section III) = 2250.0 Ib. PAN
y. Overall PAN balance (w - x) = -1485 Ib. 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.
JARRATIVE:
Jumping will begin as soon as field conidtions 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): I Storms 2 1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 128481 ft2
e. line c/12 x line d x 7.48 gallons/W 160173 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 1 161803 ft3
h. current herd # 4896 certified herd #1 4896
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 12/2/2020
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)
161803 ft3
�fta
77481 1ft3
298307 gallons
0.88 Ibs/1000 gal.
403.5 Ibs. PAN
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): I Storms 3
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker C-17.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 128256 ft2
e. line c/12 x line d x 7.48 gallons/ft3 159892 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 161411 Ift'
h. current herd # 4896 certified herd # 4896
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 12/2/2020
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)
161411 ft'
0 ft3
77350 ft3
297655 gallons
0.45 Ibs/1000 gal.
205.9 lbs. PAN
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): I Storms 4
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 128656 ft2
e. line c/12 x line d x 7.48 gallons/ft3 160391 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 161411 ft3
h. current herd # 1 48961 certified herd #[— 4896
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 —12/2/2020
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)
161411 ft3
0 ft3
77583 ft3
297946 gallons
0.34 Ibs/1000 gal.
155.8 lbs. PAN
PoA (30 Day) 2/21 /00