090183_30 Day POA_20210108

PLAN OF ACTION (P®A) FOR HIGH FREEBOARD AT ANIMAC FACILITIES
Facility Number: 9_ . ' 0 3 County: B ]ad m
Facility Name: 51
Certified Operator Name:
Operator # 1 & 30 %
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 9 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon Name/Identifier (ID):
Spillway (Yes or No): --
Level (inches): CP
7 �
2. Check all applicable items E4011 Siorl %m ilioy / Dec.
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 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
Earliest possible date to begin land application of waste:
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.
TSaaG Sin
Facility OwnerlManager (print)
Phone: q ID " ? ?y' 31q$
t _ Date: rl8laboZ
Facility Owner/M ager (sig Lure)
PoA Cover Page 2121100

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID:
2. structure ID:
3. structure ID:
11
line I = 44898 gallons
line I = gallons
line I =
4. structure ID: line I =
5. structure ID: line I =
6. structure ID: line I =
n.lines 1+2+3+4+5+6m
o. line n / 27154 =
gallons
gallons
gallons
gallons
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
(Vacre)
v. maximum
application rate
(in/hr)
w. maximum
application
amount (inches)
1068
1
Ra
os - ryegrass
13.60
50.00
0.4
1
1068
2
Ra
os - ryegrass
16.20
50.00
0.4
1
1068
3
Ra
os - ryegrass
7.30
50.00
0.4
1
1068
9
Ra
os
7.30
50.00
0.4
1
1068
10
Ra
los
1 7.301
50.001
0.4
1
1068
11
GbA
os
15.50
50.00
0.5
1
1068
51
Ra
Jos
1 7.901
50.001
0.4
1
1068
6
Ra
Jos
1 13.101
50.001
0.4
1
x. total acres available during 5 day draw down (sum of column t) = 88.20 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
Y. line o = 0.02 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,
PoA (5 Day) 2121/00

1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
ment mar aown in neia;-iramcaminy" across sous; will sous aDsorD application witnout runoff, etc.)
areas are still wet, but hopefully will dry out within the week. They will select the dryest loactions to pump.
rain is forecasted for today.
z. uate and amount of last raintall event?
DATE: 01/013/21
Field 1 - Nov 25, Field 10 - Nov 24, Field 9 - Nov 23
AMOUNT: 0.70 inches
Maybe - depending on how quickly fields dry out. fields are still wet. Depoped over the last 3 weeks. All
houses are empty.
per irrigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to
changes to equipment. Will pump if condidtions allow.
sold out over the last few weeks
PoA (5 Day) 2/21/00

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): Singletary Finishing 9-183
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) 188760 ft2
a. line c/12 x line d x 7.48 gallons/ft' 1629585 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 261105.9 ft3
h. current herd # certified herd # 7920
actual waste produced = current herd # x line g = W
certified herd #
i. volume of wash water according to structural design ft3
j. excess rainfall over evaporation according to design 110110 ft3
k. (lines h + i + j) x 7.48 x 5 days/line f= 22878 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 11/18/2020 1.97 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 3058.4 Ibs. PAN
5 Total volume of waste to be land applied during 5 day draw down
1. total volume to be land applied line e + line k = 264164 gallons
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)

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: Singletary Finishing 9-183 line m = 3925.0 lb PAN
2. Structure ID: line m = lb PAN
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
n. tines 1+2+3+4+5+6=
line m = lb PAN
line m = lb PAN
line m = lb PAN
line m = lb PAN
3925.0 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING 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 (Ibs.)
column r x s
u. application window'
1068
1
os - ryegrass
13.60
50.00
680.0
Aug -July
1068
2
os - ryegrass
16.20
50.00
810.0
Aug -July
1068
3
os - ryegrass
7.30
50.00
365.0
Aug -July
1068
9
os
7.30
50.00
365.0
Sept - March
1068
loos
7.30
50.00
365.0
Se t -March
1068
11
os
15.50
50.00
775.0
Se t -March
1068
5
os
7.90
50.00
395.0
Sept - March
1068
6
os
13.10
50.00
655.0
Sept -March
*** PAN are estimates'**
'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 all fields (sum of column t) = 4410.0 lb. PAN
IV. FACILITY'S FDA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 3925.0 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 4410.0 lb. PAN
y. Overall PAN balance (w - x) _ -485 lb. PAN
NARRATIVE:
Will begin pumping as soon as field conditions permit.
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): ISingletary Finishing 9-183
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)
a. line c/12 x line d x 7.48 gallons/ft'
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
6.0 inches
19.0 inches
13.0 inches
188760 ft2
1529585 gallons
180 days
g. volume of waste produced according to structural design 261105.9 ft'
h. current herd # 7920 certified herd # 7920
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 11/18/2020
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)
261106 ft'
0 ft3
110110 ft3
462782 gallons
1.97 Ibs/1000 gal.
3925.0 Ibs. PAN
PoA (30 Day) 2/21/00