710002_Plan of Action_20180530

PLAN OF ACTION /PoA) FO)t_HIG FREEBOARD AT ANIMAL FACILITIES
FIIV 5 D' Y A` W DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifler (ID): 1 71-2
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 is 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 # 4604 certified herd # 7255
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/llne 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 =
4.0 inches
19.8 Inches
15.8 inches
201,601 flz
1985501 gallons
180 days
1,175,400 ft3
745905 ft3
ft3
�L--155��188 ft3
187227 gallons
2172728 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

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: 71-2
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 / 27154 =
line I =_ 2172728 gallons
line I =
gallons
line I =
gallons
line I =
gallons
line I =
gallons
line I =
gallons
2172728 gallons
80.02 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 reoeMng 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
(Ib/acre)
v. mabmum
appllcalton rate
(in/hr)
w maximum
appllcabon
amount (Inches)
6789
1
C Bermuda
3.23
222
0.5
1
2
4.02
222
0.5
1
3
10.20
200
0.5
1
4A
Fescue
6.89
145
0.5
1
4BI
C Bermuda
7.21
2221
0.5
1
5
n9.51
1951
0.5
1
6
Fescue
22.99
951
0.5
1
7A
11.08
991
0.5
1
7B
8.97
177
0.5
1
7C
6.23
182
0.5
1
x. total acres available during 5 day draw down (sum of column t) = 90.33 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA ( Day) 2/ line o 0.89 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 A haul and herd reduction onthrta_
1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
eauioment mar down Infield, °trafflraHIHV nrmcc cnuc• ..au —n....1.....-
Fields are very wet and irrigation system can not travel at this time.
2. Date and amount of last rainfall event?
DATE: 05/29/18 AMOUNT: 3.50 inches
31, 2018 pumped for 35 mins
Is
it is capable
IJ01 111190uU1I eve1IL, uudngetl maue In gun sizes, nozzles, "o" rings, operating time, travel speed_ eta to
Shorter pumping time and -lower application rates will be used. Smaller o rings and faster travel speeds will be
used. Aeroway system will be used when soil conditions improve.
Robert Marasco called on 5-29-18 to report freeboard. Determined on 5-30-18 that the freeboard was at 11"
and needed a 5 day POA. Revised 30 dayPOA to 5 day POA on 6-1-18. This information was provided by
Robert Marasco on 5-1-18. Completed by Jason Turner PSWCD on 8-1-18.
PoA (5 Day) 2121/00