710003_Plan of Action_20180201

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (6) DAY DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Namelldentifier (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
(area at below structural freeboard elevation)
728,549 f?
e, line d12 x line d x 7.48 gallons#t'
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 F 495720 tt'
h. current herd # 4840 certified herd # 4896
actual waste produced = current herd # x line g = 490050 ft'
certified herd #
i. volume of wash water according to structural design OO W
j. excess rainfall over evaporation according to design 73500 ft'
k. (lines h + i + j) x 7.48 x 5 dayslline f = 117003 gallons
4. Total volume of waste to be land applied during 5 day draw dawn
I. total volume to be land applied line e + line k = 3296995 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. line n 127154 =
3295995 gallons
121.38 acre -inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOW.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.
SOiI type
s. crop
L acres
u, remaining
IRR-2 PAN
balance
(Ib/acre)
v. meAmum
applicaticn rate
(Inlhr)
W. maximum
application
amount (Inches)
7061
1
Small Grain Overseed
3.77
63.71
0.5
1
3
4.46
80.5
0.5
1
5
5.16
61.3
0.5
1
6
5.16
47.9
0.5
1
7
5.07
75.7
0.5
1
8
3.24
43.3
0.5
1
9
4.04
76.9
0.5
1
10
2.80
57.5
0.5
1
11
4.32
100
0.5
1
12
2.80
100
0.5
1
13
3A7
100
0.5
1
tq
2.40
100
0.5
1
15
6.37
83.8
0.5
1
18
6.00
84.9
0.5
1
x. total acres available during 5 day draw down (sum of column t) = 58.06 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
y' IIf o = 2.09 inches per acre to be applied within 5 days
Port Y Day) 2/Z

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,
copulation of houses maybe needed. Pump and haul may is needed due to irrigation system on the farm
be used due to wetness of the fields.
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.
27,
DATE: 01/30/1B AMOUNT: 0.40 inches
conditions allow it
per irrigation event; changes made In gun sizes, nozzles, V rings, operating time, travel speed, etc. to
caller rings and short application times will be used with faster travel speeds. Pump and haul may be used or
roway system used to land inject
is is a upgrade from a 30 day POA on Jan 22. 2018 to a 5 day POA. Called in to Martin MCLawhorn, DSW C
1-30-18.
Waste sample 1-12-18 1.9lbs.
Completed by Jason Turner Pander SWCD Dist Techn 2-1-18
POA (5 Day) 2/21/00