090025_30 day POA_20211230 (2)

'LAM OF ACTION (PA) 'OR HIGH
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Tacolaty Narneo_%1`0\rY1ra 1; ;1 i( M
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Cerrt Pied OperatorMarne:1�• 1 U POI ;:�i
REDSOAI, D AT M WA L F CA IIT
Chou nty: ! I CA ('�i�"
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Operator; 1 q u t A
'I. Current liquid level(s)in inchesas Cl i in g i"i�easi:Sred from the current liquid level 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):
2. Check alll applicable iterns
3 Li
Ig /8
Liquid level is within the designed .structural freeboard elevations or 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 III tables. Included within this plan is a list of the
proposed sites with related facility number(s), number acres and receiving crop information.
Contact and secure approval from the ©Ivls11on of Water Qia16ty prop to transfer of waste
to a cote not covered on the faculuty"s oerrtoiied antanal waste managemient pllar.
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 land applidation of waste: — 2,0 20
11 hereby certify that 11 have rrevilewed the prrg®rmi ituon Hated above and un�Quideo7 wothiln the attached Mean
of Act11on, and to the best of my knowlledge and ab1111uty, the iirifotrmraation is accurate and correct.
(i akin 1? . SjfaY tom
• Faeahity Owner/Manager (prbrit) .
,L)11/4
F caa 111ty Owner/Manager (&ognatwrre)
PoA Cover Page 2121! D
Phone: I i d) 8 -7 2- 20,2I
@me; is /o/aap

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 1
2
3
4
n. lines 1 + 2 + 3 + 4 + 5 + 6 =
line m =
line m =
line m =
line m =
line m =
line m =
1066.2 Ib PAN
Ib PAN
169.9 Ib PAN
128.6 Ib PAN
Ib PAN
Ib PAN
1364.7 Ib PAN
11I. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
DAY PERIOD.
rCr[IVLJ. VW
o. tract #
I1V i 1-1,7 u a I{_Lvv
p. field #
. v
q. crop
....■v■ ■ ■ •-... ..........
• —_ ... -
r. acres
_ _ — -- - -
s. remaining IRR-2
PAN balance
(Ib/acre)
-
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
903
K-P
wheat
30.00
75.00
2250.0
9/1-4130
** guestimate on remaining PAN balance
I
I
1 I I I
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 aII 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 111) =
y. Overall PAN balance (w - x) =
2250.0 Ib. PAN
1364.7 Ib. PAN
2250.0 lb. PAN
-885 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 newfields 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 another permitted facility, provide
information regarding the herd population and lagoon freeboard levels at the receiving facility.
NARRATIVE:
pumping 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):
'Storms 1
2. Current liquid volume in 25 yr./24 hr. storrn 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 #
4896
certified herd #
18.0
19.0
inches
inches
1.0 inches
127596
ft2
79535 gallons
180
161410
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
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
0
77000
ft3
ft3
297218 gallons
2.83
Ibs/1000 gal.
1066.2 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):
3
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 #
4896
certified herd #
18.0
19.0
inches
inches
1.0 inches
128256
ft2
79946 gallons
180
161411
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
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
161411 ft3
0
77350
ft3
ft3
297655 gallons
0.45
lbs/1000 gal.
169.9 lbs. PAN
PoA (30 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID):
4
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 #
4896
certified herd #
18.0
19.0
inches
inches
1.0 inches
128656
ft2
80196 gallons
180
161411
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
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
161411 ft3
0
77583
ft3
ft3
297946 gallons
0.34
lbs/1000 gal.
128.6 Ibs. PAN
PoA (30 Day) 2/21/00