710003_Plan of Action_20180212

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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): 71-3 Wooten #2
2. Current liquid volume in structural freeboard
a. current liquid level according to marker
12.0 inches
b. designed structural freeboard zone
19.0 inches
(Normally 12 inches or greater)
c, line b - line a (inches within structural freeboard) =
7.0 inches
d. top of dike surface area according to design
freeboard
728,549 ft'
(area at below structural elevation)
a. line ell x line d x 7.48 gallons/ft3
3178902 gallons
3. Projected volume of waste liquid produced during draw down period
I. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 495720 ft3
h, current herd # 4840 certified herd # 4898
actual waste produced = current herd # x line g = 490050 fl'
certfied herd #
i. volume of wash water according to structural design 0113
j. excess rainfall over evaporation according to design 73500 ft3
k. (lines h + i + j) x 7.48 x 5 dayslline f = 117093 gallons
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 = 3295995 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) 2/21100

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: 71-3 Wooten #2
line 1=
3295995 gallons
2. structure ID:
line I =
gallons
3. structure ID:
line I =
gallons
4. structure ID:
line I =
gallons
5. structure ID:
line I =
gallons
6. structure ID:
line I =
gallons
n. lines 1+2+3+4+5+6=
o. linen 127154 =
3295995 gallons
121.38 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
L acres
v. remaining
IRR-2 PAN
balance
(Ib/acre)
v. maximum
application rate
(inmr)
w. maximum
application
amount(Inches)
7061
1
Small Grain Overseed
3.77
63.7
0.5
1
3
4.46
80.5
0.5
1
5
6.16
48
0.5
1
6
6.16
25.4
0.5
1
7
6.07
75.7
0.5
1
8
3.24
43.3
0.5
1
91
4.04
76.9
0.51
1
11
4.32
89.7
0.5
1
12
2.80
100
0.5
1
13
3.47
100
0.5
1
14
2.40
100
0.5
1
15
5.37
78
0.5
1
16
6.00
84.9
0.5
1
x. total acres available during 5 day draw down (sum of column t) = 55.26 acres
IV. FACILITY'SP�OA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
Y) 2/���
PoA y Da 2.20 Inches per acre to be applied within 5 days
to

line:
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.
Depopulation of houses maybe needed. Pump and haul may is needed due to Irrigation system on the farm can
not be used due to wetness of the fields.
Plan to land apply hydraulic load:
1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
are wet and irrigation equipment can not be used.
DATE: 02/12118 AMOUNT: F 0 2-01 inches
Feb 9, 2018
If soil condltons allow it
per irrigation event; changes made in gun sizes, noules, b" rings, operating time, travel speed, etc. to
ings and short application times will be used with faster travel speeds. Pump and haul may be used or
system used to land inject
den called in on 2-12-18 to report new, freeboard and rainfall data.
by Jason Tumor 2-12-18
PoA (5 Day) 2/21/00