820096_5 day POA high Freeboard_20240103

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: Lagoon 1
2.
structure ID:
3.
structure ID:
4.
structure ID:
5.
structure ID:
6.
structure ID:
n. lines 1+2+3+4+5+6=
o. line n 127154 =
line I = 338626 gallons
line I =
gallons
line I =
gallons
line I =
gallons
line I =
gallons
line I =
gallons
338626 gallons
12.47 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. remairong
IRR-2 PAN
talame
(INacre)
V. maximum
application rate
(Ir")
W. maximum
applimfimamwnt
(imtas)
6242
P2
Ch
SG
2.40
75
0.6
1
6242
P1
Ch
SG
2.11
75
0.6
1
6242
P6
WaB
SG
3.24
60.01
0.6
1
6242
P9
Ch
SG
1.05
75
0.6
1
62421
P3
Lm
ISG
3.96
751
0.4
1
6242
P4
WaB
SG
2.70
51.2
0.6
1
6242
P5
WaB
SG
3.03
75
0.6
1
6242
P7
WaB
SG
2.91
75
0.6
1
6242
P8
WaB
SG
1.08
75
0.6
1
6242
P10
Ch
SG
0.95
75
0.6
1
6242
NE1
Ch
SG
0.85
75
0.6
1
6242
NE2
Ch
SG
0.74
75
0.6
1
6242
NE3
1 Ch
SG
1.13
75
0.6
1
6242
NE4
Ch
SG
1.90
75
0.6
1
62421
NE5
Ch
JSG
1 0.671
751
0.61
1
x. total acres available during 5 day draw down (sum of column t) = 28.72 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
Y. line o = 0.43 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,
Herd has been reduced down to 0 animals and regular irrigation has already been commenced.
PoA (5 Day) 2/21/00

1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
�;CIG1
Con/�l'j;on �S
gV44e.
V
oc
ij..
�r;(4 4o,A'sId
/,o;�S
,�i11 UbSxb
;t•r)tjion
',VrjJ(A-'9r+r
2. Date and amount of last rainfall event?
DATE: AMOUNT: inches
3. Dates of last wasten event perfield:
5 1 U� � Q � (ec.NJ i �Y��,� °^ 0 0/9 3/.23
4. Given optimum soil and weather conditions, is irrigation equipment capable of applying the volume in
IOh��G t/rFq Co
0'� T�Pll do�vN
?,; Tor, (A-, l
per irrigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to
W I ( Aof\ I00 1-0 t Aer
AA I4f1\ will mod, -b
P'ej ► V,)0
PoA (5 Day) 2/21 /00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
1. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): I La oon 1
2. Current liquid volume in structural freeboard
a. current liquid level according to marker 6.5 inches
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 # 0 certified herd # 3720
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 =
12.0 inches
5.5 inches
95400 it
327063 gallons
180 days
122939 ft3
ft3
ft3
55650 ft3
11563 gallons
338626 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