090131_POA_20210219

-2LAN OF ACTI1ON (PoA FOR
H FREEBOARD AT AM F T
GES
Facility
Number: POD-'(f° � �:y
County:
Facillitty
Nameo(Lj0J4 t � lam' Il V
U f
OperaM or Name: �es/; 1 Qr v \:✓ (r �!'1 Operator # (1 0 0 L t'l
�'1J,•-t1 i,�^•
'�1 0 4^.
Li
1. Current liquid level(s) in inches as measured from
lowest point onthe top of the darn for lagoons -wit the current liquid level in the lagoon to the
for lagoons
spillways; and from the current liquid level
in the lagoon to the bottom of the spillwaygoons with spillways.
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5
Lagoon Name/Identifier (ID): Structure 6
Spillway (Yes or No):
Level (inches):
2. Check aJ9 applicable items �� 3Odcwsiby d
Liquid level is within the designed structural r
g d structural freeboard elevations of one or more structures. Five
and 30 day Plans of Action are attached. Hydraulic and agronomic balances areacceptable ranges. within
Liquid level is within the '25 year 24: hour storm elevations for one or more structures.
Plan of Action is attached. Agronomic balance is within acceptable range.
A 30 day
Waste is to be pumped and hauled to off site locations. Volume
pumped and hauled is reflected in section 111 tables. Included within tPAN content of waste to
proposed sites with related facility number(s), number acres and receiving glacron s informa list ation.
the
Contact and secure approval from the Division of Water Qi aiity prior to transfer ., oration.
to a site not covered in the facility's certified anirai waste management e'er of waste
1�'
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,
freeboard levels and herd population for the receiving facility
facility number, lagoon
y
. Earliest possible date to begin land a ) p n licatio of waste:c' l A 0/ ®�'/
Q hereby certify that i have reviewed the information� and ; °
9°sled above and inci��ded with n the attached flan
of Action, and to the best of My knowledge and ability, the information is accurate and correct
tj �i
Facility� �
b� eL/ arager (print)
Facility Owner/i anagerr (signature)
Phone:
a
)20,2/1Laten
PoA Cover Page 2/2V00

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 = 194593 gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
194593 gallons
7.17 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)
4742
1
ExA
overseed
5.35
30
0.35
1
4742
2
ExA
overseed
4.51
30
0.35
1
**guestimate on PAN***
x. total acres available during 5 day draw down (sum of column t) =
9.86 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
y. line o =
line x
0.73 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 Toad based on new information.
is adding fields in a temporary amendament for additional pumping
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; "trafficability" across soils; will soils absorb application without runoff, etc.)
fields are still wet hopefully will dry out later this week. They will select the dryest Ioactions to pump. Plans to
irrigate Wed or Thursday. Needs about 2 hours to irrigrate and will be out of structural. no rain in forecast until
the Friday and 50% then.
2. Date and amount of last rainfall event?
DATE:
3. Dates of last waste application event per field:
02/19/21
AMOUNT:
-4
inches
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?
Maybe - depending on how quickly fields dry out. fields are still wet.
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. Plan using solid set this rest of this week as field conditions allow.
PoA (5 Day) 2/21/00

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):
White Plains
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/12 x line d x 7.48 gallons/ft3
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 #
6060
certified herd #
6.0
12.0
inches
inches
6.0 inches
48000
ft2
179520 gallons
180
44543
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 volume of waste to be land applied during 5 day draw down
I. total volume to be land applied line e + line k =
days
ft3
44543 ft6
28000
ft3
ft3
15073 gallons
194593 gallons
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below)
PoA (5 Day) 2/21/00