090201_Plan of Action (POA)_20201113

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Facility Number: � e � � � County:
FacHity N
Certified Operation Name: _ G",����1!/r� �%IGi��a Operratorr
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
Lagoon Name/Identifier (ID):
Spillway (Yes or No)
Level (inches):
2. Check all applicable items
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 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 Division of Muter 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: 111W20,20
l hereby certify that I have reviewed) the information listed above and included within the attached Plat
of Action, and to the Pest of my Knowledge and abMty, the information is accurate and correct.
Shaw -
Facility Owner/M nager (print)
i
Facility
(signature)
Tone:
Date: l I "'/.3r Zzo
PoA Cover Page 2l21100

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: 1
line I = 44898
gallons
2. structure ID: 0
line I =
gallons
3. structure ID:
line I =
gallons
4. structure ID:
line I =
gallons
5. structure ID:
line I =
gallons
6. structure ID:
line I =
gallons
n.lines 1+2+3+4+5+6=
o. line n / 27164 =
44898 gallons
1.65 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.
2Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are
not considered available to receive waste.
p. tract #
q. field #
r. soil type
s. crop
t. acres
u.'remaining
IRR-2 PAN
balance
(lb/acre)
v. maximum
application rate
(in/hr)
w. maximum
application
amount (inches)
Odom
1
We
overseed
0.51
75
0.35
1
2
WaB
overseed
0.392
75
0.6
- 1
3
We
overseed
0.513
75
0.35
1
4
We
overseed
0.476
75
0.35
1
5
WaB
overseed
0.385
75
0.6
1
6
We
overseed
0.513
75
0.35
1
7
We
overseed
0.513
75
0.35
1
8
WaB
overseed
0.428
75
.6
1
Johnson
1
RO/Wa/We
overseed
1.73
75
0.4
0.5
2
GbA/Wa/Le
overseed
2.48
751
0.4
0.5
31
Le/Ce
overseed
0.101
75
.061
0.5
x. total acres available during 5 day draw down (sum of column. Q 8.04 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
y. line o = 0.21 inches per acre to be applied within 5 days
line x
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,
recalculate new hydraulic load based on new information.
PoA (5 Day) 2/21/00

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; " trafficabili " across soils; will soils absorb application without runoff, etc.
still wet in areas, but drying out. The Johnson field is drier, but is a temporary plan and will have to run hose or
use an aerway.
z. uate ana amount or last ramraii event'
DATE: 1 11/13/20 AMOUNT: 5+ inches
3. Dates of last waste application event per field:
4. Given optimum soil and weather conditions, is irrigation equipment capable of applying the volume in
line "n" at appropriate seasonal i.e. winter application rates within 5 days?
aeway system would be a bettre option. The regular fields could be used soon.
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 proposea cnanges in application rates and amounts; and any other information
choose areas of the field that are driest and run short amounts of time.
PoA (5 Day) 2/21/00

i
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
5 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID):
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/W
3. Projected volume of waste liquid produced during draw down period
10.0 inches
19.0 inches
9.0 inches
48000 ft2,
269280 gallons
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 44543 ft3
h. current herd # u certified herd # 6060
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 5 days/line f=
4. Total PAN to be land. applied during draw down period
I. current waste analysis dated 2/7/2020
m. ((lines e + k)/1000) x line I =
5 Total volume of waste to be land applied during 5 day draw down
ft3
fts
28000 ft3
5818 gallons
1.29 Ibs/1000 gal.
354.9 lbs. PAN
I. total volume to be land applied live e + line k = 44898 gallons
REPEAT SECTION I.FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)

PLAN OF ACTION (P®A) 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): Slin Shaw Nursery
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 6.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 13.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 22201 ft2
e. line c/12 x line d x 7.48 gallons/ft3 179902 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 19048 ft3
h. current herd # F-2-600-1 certified herd # 2600
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 10/19/2020
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)
19048 ft3
�fts
140 55 ft3
41219 gallons
2.31 Ibs/1000 gal.
510.8 lbs. PAN
PoA (30 Day) 2/21 /00

11. 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: Sling Shaw Nursery
2. Structure ID:
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
n.lines 1+2+3+4+5+6=
line m = 510.8 lb PAN
line m = lb PAN
line m = lb PAN
line.m = lb PAN
line m = lb PAN
line m = lb PAN
510.8 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIFLnS Tn WHICH PAAI CANAInT Rr= ADDI I=% nI IOWf_• rwc �n nnv
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column rxs
u. application window'
Odom
1
overseed
3.73
76.00
279.8
Sept -April
Neighbor
11
overseed
4.92
75.00
369.0
Sept -April
" guestimate on PAN remaining
JLdLc UUI It7IIL UIup timing appncauon sate 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) = 648.8 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line ri from section 11) 510.8 lb. PAN
x. Crop's remaining PAN balance (line v from section 111) = 648.8 Ib. PAN
y. Overall PAN balance (w - x) _ -138 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.
NAKKA I I V t:
will apply as soon as field conditions allow.
PoA (30 Day) 2/21/00