090097_POA_20210222

PL F ACTS N (PoA) FOI '. HIGH F EE
Facility Number:
Facility dame: r
i-1
•
T ANIMAL FAC I
County: P) et.de/n
-Vn o n +tee Hibo Faq-yu
4.1
i nTES
Certified Operator Name: H i L P{1 V I' YD c Operator #
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.
Lagoon Name/Identifier (ID):
Spillway (Yes or No):
Level (inches):
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
3
2. Check all applicable items )(401 Sl d o A fti )
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 Ill 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
;);.,21 at
3. Earliest possible date to begin land application of waste:
'f
8 hereby certify that l 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.
\4.\\tbn Mor1Voc--
Facility Owner/Manager (print)
12/
cryrYkc,
Facility Owner/Manager (signature)
Phone:
Date:
PoA Cover Page 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 = 80210 gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
80210 gallons
2.95 acre -inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD1'2
1While 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)
4628
1AC
GbA
overseed
4.30
50.00
0.5
1
4628
1B
LN
overseed
3.20
50.00
0.5
1
4628
2
LN
overseed
1.70
50.00
0.5
1
4628
3
LN
overseed
0.75
50.00
0.5
1
1
1
1
1
x. total acres available during 5 day draw down (sum of column t) _
9.95 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
y. line o =
line x
0.30 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.)
Fields are still wet, but hopefully will dry out within the week. They will select the dryest loactions to pump.
More rain is forecasted for this weeK.
2. Date and amount of last rainfall event?
DATE:
3. Dates of last waste application event per field:
2/12/2/16
AMOUNT:
—4
Will pump later this week 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?
maybe - depending on how quickly fields dry out. fields are still wet. Hope to pump by Wednesday.
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 if condidtions allow and choose the dryest fields. One long pull is drying
out and if he can pump on it later this week can be back to 12 inches.
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):
Monroe Finishing
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 #
1750
certified herd #
3.0
12.0
inches
inches
9.0 inches
49875
ft2
279799 gallons
180
58023
1760
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
57693 ft3
0
29093.8
ft3
ft3
18032 gallons
297831 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