090034_Plan of Action (POA)_20200316

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 3/16/2020
1. Structure Name/Identifier(ID): Layton Johnson 09-37
2. Current liquid volume in structural freeboard
a. current liquid level according to marker 10.0 inches
b. designed structural freeboard zone 19.0 inches
(Normally 12 inches or greater)
c. line b- line a(inches within structural freeboard) = 9.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 115066 ft2
e. line c/12 x line d x 7.48 gallons/fe 645520 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 145742 ft3
h. current herd# 4410 certified herd# 4410
actual waste produced =current herd# x line g = 145742 ft3
certified herd#
i. volume of wash water according to structural design 0 ft3
j. excess rainfall over evaporation according to design 71468 ft3
k. (lines h+i+j) x 7.48 x 5 days/line f= 45131 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= 690652 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: Layton Johnson(09-37) line I = 690652 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= 690652 gallons
o. line n/27154= 25.43 acre-inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD''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.remaining v.maximum w.maximum
IRR-2 PAN application rate application
balance (in/hr) amount(inches)
(lb/acre)
4227 f1 Ln Corn 21.00 117.5 0.5 0.75
4227 f4 Ra Corn 30.00 117.5 0.4 0.75
x.total acres available during 5 day draw down(sum of column t)= 51.00 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
= 0.50 inches per acre to be applied within 5 days
PoA(5y.Day)2/' m 1/80o

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,
recalculate new hydraulic load based on new information.
May pump and haul to lands owned by grower.
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 but may dry out enough in a couple days.
2. Date and amount of last rainfall event?
DATE: 03/15/20 AMOUNT: 0.50 inches
3. Dates of last waste application event per field:
Last application was 9/3/19 on Soybeans.
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 with and without extra lands owned.
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.
No changes
PoA(5 Day) 2/21/00

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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 Poch- 16/ rlC—'
1. Structure Name/Identifier(ID): Layton Johnson 9-34
2. Current liquid volume in 25 yr./24 hr. storm storage&structural freeboard
a. current liquid level according to marker 14.0 inches
b.designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b- line a (inches in red zone) = 5.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 118066 ft2
e. line c/12 x line d x 7.48 gallons/ft3 367972 gallons
3. Projected volume of waste liquid produced during draw down period
f.temporary storage period according to structural'design 180 days
g.volume of waste produced according to structural design 145742 ft3
h.current herd# 4410 certified herd# 4410
actual waste produced = current herd# x line g = 145742 ft3
certified herd#
i.volume of wash water according to structural design 0 ft3
j.excess rainfall over evaporation according to design 71468 ft3
k. (lines h + i +j) x 7.48 x 30 days/line f= 270788 gallons
4.Total PAN to be land applied during draw down period •
I.current waste analysis dated 11/04/16 0.50 lbs/1000 gal.
m. ((lines e + k)/1000) x line I = 319.4 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA(30 Day) 2/21/00

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure Layton Johnson 9-34 line m = 319.4 lb PAN
2. Structure line m = • lb PAN
3. Structure line m = lb PAN
4. Structure line m = lb PAN
5. Structure line tn = lb PAN
6. Structure line m = lb PAN
n.lines 1 + 2 + 3 + 4+ 5 + 6= 319.4lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract# p. field# q. crop r. acres s. remaining t.TOTAL PAN u.application windowl
IRR-2 PAN BALANCE FOR
balance(lb/acre) FIELD(lbs.)
column r x s
4227 5 east Wheat 4.63 100.00 463.0 SEP-APR
•
1 State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v.Total PAN available for all fields (sum of column t) = 463.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 319.4 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 463.0 lb. PAN
y. Overall PAN balance (w -x) = -144 lb. PAN
PoA (30 Day)2/21/00