820242_30 Day POA_20210219

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility plumber: 8 2_ - a ra County: Sal'ri
V
. •acility Name: €.r= r e.V4 l liuctAke a ar r / ri i e_ INA 5
Certified Operator Name: 5 A ey 'Q. q t\d Operator # '\ 5 Zi
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
Hucl�le.berry htve
1-I��1 P6tn�s
Lagoon Name/Identifier (ID): D
Spillway (Yes or No):
Level (inches):
2. Check all applicable items
15
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 and secure approval from the Division of Water Quality prior to transfer 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 levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 2- 24 Z021
I hereby certify that I have reviewed the information listed above and included within the attached Plan
of Action, and to the best of my knowledge and ability, the information is accurate and correct.
�. Sjche.� Q\etr�c Phone: c\ 0- `e5- 622
Fa ility Owner/[tttlanager (print)
Fa Owner/lMManager (signature)
Date: 2 V - 20 21
PoA Cover Page 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
THIRTY (30) DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): Deer ie.0
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 1 inches
b. designed 25 yr./24 hr. storm & structural freeboard inches
c. line b - line a (inches in red zone) = 1'' inches
d. top of dike surface area according to design 2.'* (X© ft2
(area at below structural freeboard elevation)
e. line c x line d x 7.48 gallons = 5c1 S gallons
12 ft3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design eo days
g. volume of waste produced according to structural design 1910E ft3
h. actual waste produced = current herd # x line g = j Cc#B ft3
certified herd # '
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design 1 CO L ft3
k. (lines h + i ±1) x 7.48 x 30 days =
line f
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 2.- 2- 2621
m. (lines e + k) x line I =
1000
ft3
41.) 200 gallons
2e5
lb/1000 gal.
lb PAN
?EPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE
tI. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
PoA (30 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
THIRTY (30) DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1 Structure Name/Identifier (ID): Vk vc \eAaerrt µ k‘
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 16 inches
b. designed 25 yr./24 hr. storm & structural freeboard ir'‘ inches
c. line b - line a (inches in red zone) = S inches
d. top of dike surface area according to design OGC
(area at below structural freeboard elevation)
e. line c x line d x 7.48 gallons = '-}�F3� 0 gallons
12
ft2
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 1 BC days
g. volume of waste produced according to structural design I IJO 4B ft3
h. actual waste produced = current herd # x line g = 19.)Oure ft3
certified herd #
i. volume of wash water according to structural design Ci ft3
j. excess rainfall over evaporation according to design \it 000 ft3
k. (lines h + i +i) x 7.48 x 30 days - 14l12.60 gallons
line f
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 2 2- 2.©Zl 3. I b lb/1000 gal.
m. (lines e + k) x line I =
1000
2.0 lb PAN
2EPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE
TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
PoA (30 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
THIRTY (30) DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): F i v
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker j b inches
b. designed 25 yr./24 hr. storm & structural freeboard inches
c. line b - line a (inches in red zone) = 3 inches
d. top of dike surface area according to design 2 3 15 ft2
(area at below structural freeboard elevation)
e. line c x line d x 7.48 gallons = 41-\- E533 gallons
12 ft3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design (eL days
g. volume of waste produced according to structural design iq., a46 ft3
h. actual waste produced = current herd # x line g = V\ Olie ft3
certified herd #
i. volume of wash water according to structural design ft3
j. excess rainfall over evaporation according to design l C CC ft3
k. (lines h + i +i) x 7.48 x 30 days = IAA 52.00 gallons
line f
4. Total PAN to be land applied during draw down period
1. current waste analysis dated Z- 2- 2e�.\ Z (j tb11000 gal.
m. (lines e + k) x line I = lb PAN
1000
?EPEAT SECTION l FOR EACH WASTE STRUCTURE ON SITE
a. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
PoA (30 Day) 2/21 /00

. structure ID: D eac
2. structure lD: H .kN;0
3. structure ID: F hk . Pc� �� 5
4_ structure ID;
5. structure ID:
6. structure ID:
n. lines' + 2 + 3 + 4 + 5 + 6 =
line m = '261 lb PAN
line m = 2&1 IbPAN
line m = VT7 lb PAN
linem= IbPAN
line m= IbPAN
line m = lb PAN
'16 5 lb PAN
111. TOTAL. PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAYDRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CAN NOT BE APPLIES DURING
o. tract #
p. field #
q. crop
r. acres
s. remaining
IRR-2 PAN
balance
(lb/acre)
THIS 30
t. TOTAL PAN
BALANCE
FOR Fsl•L D
(Ibs.)
column_,
DAY ramiuu.
u.
application
window'
CI
\N\\ea\
2.G2.
S 11
u
1 ai -
seo- IN, .
C
C z
vlhecck
2,/‘
?Z, 61
2.60. a1
C
C.3
W heq\
2;1E
(c4. 52-
C
C 1
v4 he k
2= 82_
145, 50
\ 2.B:3 ‘
Y a
1/4 heed
7`
39, 23
t v a ,=�
Y
C 3
1r�1 h�:.1
2. ��
13..55
.
35.64
7
71
VI heL
2. 4-1
-to.,s7
il..S. OE
H
H 1 -
Celer Crop
2,el 6
3O.c :-
SS. SO
'
't-1a
Cover 0-9,
3,25
4.0(1
t3.2_9
a
a 1
Cbuei_ Cnri
2.,E
12.©i3
`2S.'3B
S
S. 2.
Cover Cr
2. SS
2O-1
SI.4 i
1
1. 3
Coger Crof
1, 82
14, 69
25, O,A-
a
a 4
Circe, CIE ta
1,S2.
at.-13
3 t.55
3
3. 5
C^v er CrGp
`e S2-
21, 73
v 15.5
1f
1State
Current C(O d I°
p en ing app cation date or next crop application beginning date for available receiving crops -
during 30 day drawn down period
v. Total PAN available for all fields (sum of column t) = I 'Z.1(. f 1b. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
PoA (30 Day) 2/21/00

w. Total PAN to be land applied (line n from section II) = '70 5 Ib. PAN
x. Crop's remaining PAN balance (line v from section III) _ t 216 Ib. PAN
y. Overall PAN balance (w - x) = - 7 t k 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.
NARRATIVE:
Ih d ; i c:›v. A' he c v c,aY er e, ro fl
IN oUti
Cc lA
fvI
RoA (30 Day) 2/21100