090169_30 day POA_20210226

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PLAN OF ACTIIOH PoA) FOR HIIGH FREEBOARD AT A1MAL FA.CII
3tett,len
ES
Faolli y Manx' C \\es * `e 1--oxin
Gertified Operator Name:
Mks G411A.cpL
Jpaeatar I ff 230
I. 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 lagoone without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for igoone with apillwaya,
Structure 1 -Structure 2, Structure 3 Structure 4 Structure 5 Structure 0
' Lagoon Namelldentifier (ID): 1
S p illtay (Yes or No? .
Level (inches):
2. Check ail applicable Items y
r-1f SiDYI
Liquid level is within the designed structural freeboard elevations or one or more structures. Five
and 00 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 structuresA S0 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 Iigt of the
proposed sites with related facility number(s)7 number acres and receiving crop information.
contact and secure approval from the Division cT Water Quality prior to transfer tea waste
to a site not covered in the facility's cettiaed animal waste management plate
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 iacilit
3. Earliest possible date to begin land application of waste:
' that i have reviewed the information listed above and tnctucea within the attatmd P n
hereby ���c�. .
of Action, and to the best of my knowledge and ability, the Information is accurate and correct
q Gi tit,,. .Ve-
Faci ity O ner tanager (print)
C
Facility Ownerlllllanaaer (signat €r5) .
Phone..' 76 -2 6 Z
Datez
PoA Cover Page 2121I00

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:
Gillespie
n. lines 1 +2+3+4+5+6=
o. line n / 27154 =
line I = 248174 gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
248174 gallons
9.14 acre-inche:
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)
1754
12
Dr
overseed
1.6
35
0.4
1
1754
14
GrB
overseed
2.1
35
0.5
1
1754
15
Dr
overseed
9.2
35
0.4
1
1754
6
GrB
overseed
4
35
0.5
1
1754
8
Dr
overseed
1.6
35
0.4
1
1754
15
Dr
bermuda
9.2
210
0.4
1
x. total acres available during 5 day draw down (sum of column t) =
27.70 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
line o =
PoA (5 3bay) 2/21 /00
0.33 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.
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.)
high moisture in fields. Irrigation will take place as soon as weather and land conditions permit.
2. Date and amount of last rainfall event?
DATE:
3. Dates of last waste application event per field:
02/22/21
AMOUNT:
0.30
inches
Pumped this week
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?
Soil is saturated. Pumping as soil/fields. Some hogs were sold last week.
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.
Irrigate as weather and land conditions permit. Will pump short times, on dryer fields.
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):
Gillespie
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 #
2666
certified herd #
7.5
12.0
inches
inches
4.5 inches
78408
ft2
219934 gallons
180
105497
3200
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
87892 ft3
0
48020
ft3
ft3
28240 gallons
248174 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