820352_30 Day POA_20210121

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 JD TEACHEY 82-352
1. Structure Name/Identifier (ID):
A
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/ft'
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 # 2000 certified herd #
17.0
19.0
inches
inches
2.0 inches
162475
ft2
202552 gallons
180
211997
2000
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
days
ft3
211997 ft3
0
94777
ft3
ft3
382445 gallons
I. current waste analysis dated 11/18/2020 1.02 Ibs/1000 gal.
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)
596.7 Ibs. PAN

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:
A
n. lines 1 +2+3+4+5+6=
o. line n / 27154 =
line I = 266293 gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
266293 gallons
9.81 acre -inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD"
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)
10744
P1
GoA
wheat
33.70
80.00
0.5
1
10744
P2
Ly
wheat
48.50
50.00
0.5
1
10744
1 A
GoA
wheat
3.66
100.00
0.5
1
10744
1B
Ly
wheat
1.71
100.00
0.5
1
10744
2A
GoA
wheat
4.39
100.00
0.5
1
10744
2B
Ly
wheat
2.53
100.00
0.5
1
10744
3
Ly
wheat
1.83
100.00
0.5
1
10744
10B
Ly
wheat
1.39
100.00
0.5
1
x. total acres available during 5 day draw down (sum of column t) =
97.71 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA (5 Day) 2/21/00

y. line o =
line x
0.10 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.
Pump and haul will be employed if necessary. Finding receiving fields will be a challenge.
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.)
wet
2. Date and amount of last rainfall event?
DATE:
3. Dates of last waste application event per field:
01/02/21
AMOUNT:
3.00
inches
12/30/2020
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
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 daily with pivots and 2 reels. Utilize driest parts of fields.
PoA (5 Day) 2/21/00

PoA (5 Day) 2/21/00

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):
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 # certified herd #
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 =
inches
inches
inches
ft2
gallons
days
ft3
ft3
ft3
ft3
gallons
0 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