090183_POA_20210303

C rt fled Operator Name: . --� .� 9 ,0 tht.vi___
BLAH OF AC` ISN (10A) FOR HMI FREEBOARD AT ANIMAL' FAOIU I1TES
Facility umber: - I ?3 county: 8/ader) el°
Facility Name: S d1111\eFj
Operator # I 36 7
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
t
Lagoon Namelldentifier (ID):
Spillway (Yes or No):
Level (inches):
1
2. Check all applicable items £k1-ei Sion PKvo
Liquid level is within the designed structural freeboard elevations of one or morestructures.
g g 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 ce; zified animal waste management plan.
Operation will be partially or fully depopulated,
- attach a complete schedule with corresponding animal unitsand 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: _ . ` .
l hereby certify_taat ti have reviewed the information lasted above aid included within the attached Plan
of Action, and to the best of nay knowledge and ability, the information is accurate and correct.
5aac 5ingl���,�y
Facility Ownerlitilanager (print)
�adllity Owner/Oil agar (sigiture)
Phone: q l 0 JO)g
Date:
3) 3) 21
l6l Gi e:
PGA Cover Wage 2121/00

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:
4. structure ID:
5. structure ID:
6. structure ID:
1
0
n. lines 1 +2+3+4+5+6=
o. line n / 27154 =
line I = 263392 gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
263392 gallons
9.70 acre -inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD1'2
'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)
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
os
7.30
50.00
0.4
1
1068
11
GbA
os
15.50
50.00
0.5
1
1068
5
Ra
os
7.90
50.00
0.4
1
1068
6
Ra
os
13.10
50.00
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 =
line x
0.11 inches per acre to be applied within 5 days
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 Toad:
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.)
most areas are still wet, but hopefully will dry out within the week. They will select the dryest loactions to pump.
More rain is forecasted for today.
2. Date and amount of last rainfall event?
DATE:
3. Dates of last waste application event per field:
03/03/21
AMOUNT:
-0.2
inches
pumping as field conditions allow
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?
yes - depending on how quickly fields dry out
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.
No changes to equipment. Will pump as condidtions allow.
Pigs sold ou tlast month.
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
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/fe
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 #
0
certified herd #
7.0
19.0
inches
inches
12.0 inches
188760
ft2
1411925 gallons
180
261105.9
7920
days
ft3
actual waste produced = current herd # x line g = ft3
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
m. ((lines e + k)/1000) x line I =
11/18/2020
0
110110
ft3
ft3
22878 gallons
1.97
lbs/1000 gal.
2826.6 lbs. PAN
5 Total volume of waste to be land applied during 5 day draw down
I. total volume to be land applied line e + line k = 263932 gallons
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)