820242_5-day POA_20240813

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
i. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): ID aer fi eACe
2. Current liquid volume in structural freeboard
a. current liquid level according to marker
b. designed structural freeboard zone
(Normally.12 inches -or greater)
c. line b - line a (inches within structural freeboard) _
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c x line d x 7.48 allons
12 ft3
10 inches
2— inches
inches
�.4 000 ft2
J
2-1 1 Z& 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 048 ft3
��0
h. actual waste produced = 2 current herd # x line g = ti ft3
certified herd #
i. volume of wash water according to structural design C) ft3
j. excess rainfall over evaporation according to design i+ C�o� ft3
k. (lines h + i + j) x 7.48 x 5 days 19 gallons
line f
4. Total volume of waste to be land applied during 5 day draw down
1. total volume to be land applied line e + line k gallons
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS
,—,I. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
PoA (5 Day) 2121 /00

PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
__ t. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID):
2. Current liquid volume in structural freeboard
a. current liquid level according to marker inches
b. designed structural freeboard zone 12- inches
(Normally 12 inchess--or greater)
c. line b - line a (inches within structural freeboard) L inches
d. top of dike surface area according to design C)<)o ft2
(area at below structural freeboard elevation)
e. line c x line d x 7.48 c jaIlons gallons
12 ft3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design l SC days
9. volume of waste produced according to structural design � OiAls ft3
_____T
30&0
h- actual Waste produced current herd # x line g = 21 11 dqe, W
certified herd #
i. volume of wash water according to structural design 0 ft3
j. excess rainfall over evaporation according to design i 11 000 ft3
k. (lines h + i + j) x 7.48 x 5 days gallons
line f
4. Total volume of waste to be land applied during 5 day draw down
1. total volume to be land applied line e + line k gallons
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS -
TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
PoA (5 Day) 2[21100

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
_ - i. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID):
2. Current liquid volume in structural freeboard
a. current liquid level according to marker S inches
b. designed structural freeboard zone inches
(Normally 12 inches -or greater)
c. line b - line a (inches within structural freeboard) = inches
d. top of dike surface area according to design 21% IS ft2
(area at below structural freeboard elevation) I
e. line c x line d x 7.48-_qglions = 104 611 gallons
12 ft3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design lec days
9. volume of waste produced according to structural design 11�, 04& ft3
h. actual waste produced = current herd # x line g = Z Lk I -1(,o ft3
certified herd # --r-
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 5 days
line f
4. Total volume of waste to be land applied during 5 day draw down
f4.3
L
1410oo ft3
gallons
I. total volume to be land applied line e + line k gallons
REPEAT SECTION / FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FRFEROAPD ELEVATIONS
TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
PoA (5 Day) 2121100

I _ structure I D: pi eE
2. structure ID: _VAug;kle-6�n Ha tl
3. structure ID: F IV a
4. structure ID:
5. structure ID:
6. structure ID:
n. fines 1 +2+3+4+5+16
o. fine n -
27,154
line 1 = 36 139gallons
line I = L} gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
i -1 o� 11 gallons
acre -inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD' 2
' While this section deals with hydraulic loading capacities, applications cannot exceed
agronomic rate for receiving crop according to Its certified waste plan
2 Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are
not considered available to receive waste
p. tract #
q_ field #
p
L
r. soil type
erA�3est`®
s. crop
t. acres
�.
2
u. remaining
1RR-2 PAN
balance
(lb/acre
v. maximum
application
rate (in/hr)
W. maximum
application
amount
(inches
1 3&
150
1-74
t-7+
i ce.-Ev
ix c V
,2r
S
I o S Z
—.1401
t94�q�
T4
(/
G-01AS��
i{i�2�2
la"�
th3
x. total acres available during 5 day draw dawn (sum of column t) = 2.2��SL'� acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
y- line o =
line x
* Z-1 inches per acre to be applied within 5 days
PoA (5 Day) 2/21/00

If unable to land apply hydraulic load listed in line y, list course of action here including pump
and haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options,
acalculate new hydraulic load based on new information.
Plan to land apply hydraulic load:
1. Describe moisture conditions of fields? (e.g./ Is there water standing in field; does irrigation
equipment mar down in field; "trafficability" across soils- will soils absorb application without runoff
etc.)
'Wake
k,v\ o e, -F-,ekd
oMey 2 CeUs (N,()
QYY-,P \0�
2. Date and amount of last rainfall event?
AuTs� 0,.'64 n6he� ra'Mej COVISec-L4A,ve, doLkIS-1
3. Dates of last waste application event per field
Auus� '0-1
4. Given optimum soil -end weather conditions, is irrigation equipment capable of applying the volume
in line "n" at appropriate seasonal (i.e. winter) application rates within five days?
% I
� e's
5. Irrigation schedule for next 5 days - include daily schedule; proposed application rates and
amounts per irrigation event: changes made in gun sizes, nozzles, "o" rings, operating time, travel
speed, etc. to meet proposed changes in application rates and amounts; and any other information
for consideration
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PoA (5 Day) 2/21/00

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PLAN OF ACTION (Pearl,) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: - - Z4 7, County.
S
acilityl a.me: e-e-J el� RoGkk e-ri"1 a��. Flu& P^,fv14c _
Certified Operator Name:
1.
Operator q9,LV k
Current liquid level(s) in inches as pleasured from the current liquid level in the lagoon to the
lowest point on the top of the cram 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
liu,kle_he-rr Ftve,
Lagoon Namefidentifier (IQ): p ear C Le � 1� - F� 7 4S
Spillway (Yes or No): lib iJco
Level (inches:
2. Check all applicable items
Structure 4 Structure 5 Structure 6
-Liquid level is within the designed structural freeboard elevations of one or more structures_ rive
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 elevation's for one or more structures. A 30 day
Plan of Action is attached. Agronomic balance is within acceptable range.
VVaste is to be pumped and hauled to off site locations_ Volume and PAN content of waste to
Pumped and hauled is reflected in section lit 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 Wafer 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
freebbard levels and herd Population for the receiving facility
3. Earliest possible date to begin land application of waste: "T hL, r5AA1 S - l S- 2 4
I hereby certify that I have reviewed the infbrrnation listed above and included within the attached Plan
of Action, and to the best of my knowledge and a6illtyj the inforrnatiorg is accurate and correct.
W
1i
1print)
C?wnerlllAanager (signature)
PoA Cover Page 2121100
•
Date: _ Q_ 24

PLAN OF ACTION (POA) FOR NIGH FREEBOARD AT ANIMAL FACILITIES
THIRTY (30) DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
Structure Name/Identifier (ID):
2. Current liquid volume in 25 yr.I24 hr. storm'storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr.124 hr. storm & structural freeboard
c. line b - line a (inches in red zone) =
d_ tog of dike surface area according to design
-(area at below structural freeboard elevation)
e. line c x line d x 7.48 allons =
12 ft
10 inches
l C', inches
9 inches
? Cori fl?
134 640 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 1'8() days
-g. volume of waste {produced according to structural design 19 046 .t3
h_ actual waste produced = urrant herd 4 x line g = 19 -78 ft3
certified herd #
i. volume of wash water according to structural design C .t3
j. excess rainfall over evaporation according to design 11Qa .t3
k. (lines h + i +i) x 7.48 x 30 da rs = � 1 l �} gallons
line f
4. Total PAIN to be land applied during draw down period
I_ current waste analysis dated 6- Z
"� 2-So Ib/'#-004 gal,
m. lines e + k x line I =�. �� ib PAN
1000
;iEPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE
.1. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL. FREEBOARD ANDIOR 25 YR.124
HR.- STORM STORAGE ELEVATIONS IN ALL. WASTE STRUCTURES FOR FACILITY
PaA (30 Day) 2/29f00

PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
T41RTY (30) DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
I. Structure Namelidentifier (ID): UC-0e N6
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a- current liquid level according to marker
b. designed 25 yr.124 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. Llnec X line d x 7,48_gq Llons
12 e
I k - inches
inches
inches
2 fl?
tt gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage Period according to structural design SO_ days
-9- volume -Of waste produced according to Structural design 7 0 4S ft3
h. actual waste produced '30c' currenLh1rd 4 x line g 9 ft3
certified herd
i. volume of wash water according to structural -design 0 ft3
j. excess rainfall over evaporation according to design 0.00 ft3
------4-
k. (lines h + i +i) x 7-48 x 30 days = 53 gallons
line f
4. Total PAN to be land applied during draw down period
current waste analysis dated (0 2 q
m. lines e + k) x fine I = I b PAN
1000
?'PEAT SECTION i FOR EACH WASTE STRUCTURE ON SITE
d. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREESOARD AND/OR 25 YR.124
HR.- STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
PoA (30 Day) 2121/00

PLAN OF ACTION (PQA FOR HIGH FREEBOARD AT ANIMAL FACILITIES
THIRTY (30) -DAY DRAW DOWN PER100
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Namelldentifier (ID): �'`t\ie i� iy\'r,s
2. Current liquid volume in 25 yr.124 hr_ storm storage & structural freeboard
a- current liquid level according to marker
b. designed 25 yr.124 hr. storm & structural freeboard
c. line b - lute a (inches in red zone)
d- top of dire surface area according to design
(-area at below structural freeboard elevation)
e. line c x line d x 7.48 allons =
12 e
inches
19 inches
14 inches
k Z"L7- gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design l days
9- valuMe of waste produced according to structural design 19.111L e ft3
h. actual waste produced = occurrent herd # x line g .3
certified herd #
i. volume of waste water according to structural -design
j. excess rainfall over evaporation according to design
k. (lines h+ i +i) x 7-48 x 30 clams
line f
4. Total PAN to be land applied during draw down period
I_ current waste analysis dated a L . 24
rn- Hines e + ki x fine 1 =
1000
ft3
ft3
L4'1-15 ! 3 gallons
1,45 lbllgoo oat.
3_74 >31B lb PAIN
?EPEA T SECTION 1 FOR EACH WASTE STRUCTURE ON SITE
J. TOTAL POUNDS OF PAN STORED -WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
POA (30 Day) 2121100

I- structure ID: _Q a _et V__ fi-
2- structure ID: i t),QMq=
r���r
3. structure ID: IV
4. structure
5- Structure ID
6- Structure ID:
n. UnGs 1 +2 +3 +4+ 5+6
line rn
fb PAN
lb PAN
line rat = 2 IbPAN
line m = 1b PAN
line m =
line rn = lb PAN
I ?_ so e ze ab
r,%VJM
TOTAL PAN BALANCE REMAINING FOR AVAILABLE
PERIOD. DO OT LIST FIELDS To WHICH pA
CROPS DURING
30 DAYDRAW
DOWN
0. tract,# p- field
q. crop N CAN NOT BE APPLIeS DURING THIS 30 DA
r.
PERIOD.
acres
S. remaining
t. TOTAL PAN
U.
IRR-2 PAN
balance
BALANCE
FOR FIELD
application
(lb/acre)
(lbs-)
windowl
136
c4tumnrxs
ISO,
043
131
3 2_5
1'74
Z .34
5 �
age
114L
2-
stake - . I
on
30 day drawn down p beginning
edod';d]a �t for ava:1 Ile receiving crops-
Ou '911t Crop ending applicati
during "ale Of- �e_x_tcrop -apprica
V- Total PAN available for all fields (sum of column t) 1b. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
POA (30 Day) 2121IOD

W. Total PAN to be land applied (fine n from section 11) = i 2- SO lb. PAN
X. Crop's remaining PAIL{ balance (line v from section Ili) = -1(0� `� lb. PAN
Y. Overall PAN balance (w - x) ; Z,'�' lb. 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.
PaA {3O Lia r) 2/21100

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