090099_Plan of Action (POA)_20201114

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PLAN OF ACTIION (PEA) FOR NIGH FREEBOARD AT ANIMAL FACQUOTOGS .
Facility Number, - _ . 9co.rotyo ()lC Ran n .
Facility Name I(f
i l 4`n 5 1-1 Ill ��Wild''
1 n�._J
Certified Operator Name: 80 ,.yr 1_ 01 I I C(., 5 Operator# 17c1 45
U
1. Current liquid level(s) in inches as measured•from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
- Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon Name/Identifier(ID): i .
Spillway (Yes or No):
,+
Level (inches):
•
2. Check all applicable items y� p Ezeivel ° � k 2� .gorse
VLiquid level is within the designed structural freeboard elevations of one or more structures. Five .
and 30 day Plans of Action are attached. Hydraulic and agronomic balances are within
acceptable ranges. •
•
• Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A 30 day
Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Volume and PAN content of waste to
pumped and hauled is reflected in section III tables. Included within this plan is a list of the
proposed sites with related facility number(s), number acres and receiving crop information.
contact and secure approval trial the Divisia n 4f Water Quality prior to transfer. of waste
to a site not coverred in the facility's certified animal waste management plan.
_ Operation will be partially or fully depopulated.
-attach a complete schedule with corresponding animal units and dates for depopulation
- if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: -1 AD
I hereby certify that I have reviewed the information listed above and included within the attached Plan
of Action, and to the best of my knowledge and ability,the information is accurate and correct
i8743arri �I��i� l7� ►Ph•neo � �
• Facility owner111anagf(print) I
1?ci nt.C,,t; �� .ce. 46—lc--60,/tAil 7 :d-0A.. upi, we:j14131 202.0
acility Owner!llfiandger (signature) I .
PoA Cover Pace 2I21IQ9

•
ill. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL IFIREEI,,*'ARD AND/OR 25 YRR./24
HR.STORM STO`' r•GE ELEVATIONS IN ALL WASTE STRUCTURES FO-; FACILITY
1. Structure ID: Billup Finishing line m = 674.7 lb PAN
2. Structure ID: line m= lb PAN
3. Structure ID: line m= lb PAN
4. Structure ID: line m = lb PAN •
5. Structure ID: line m = lb PAN
6. Structure ID: line m = lb PAN
n. lines1 +2+3+4+5+6m 674.7lbPAN
•
Ill. TOTAL PAN L-ALANCIE RIEIIiIAINING FOR AVAILAIBLE 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 IRR-t.TOTAL PAN u.application window
2 PAN balance BALANCE FOR
(lb/acre) FIELD(lbs.)
column r x s
1566 2 overseed 9.00 50.00 450.0 Sept-April
1566 3\overseed 3.00 50.00 150.0 Sept-April
1565 2 overseed 1.70 50.00 85.0 Sept-April
PAN balance is an estimate
'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)m 685.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
vv. Total PAN to be land applied (line n from section II)m 674.7 lb. PAN
x. Crop's remaining PAN balance(line v from section III)= 685.0 lb. PAN
y. Overall PAN balance(Iry-x)_ -10 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump& haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
receiving facility.
NARRATIVE:
will begin pumping as soon as field conditions allow.
PoA(30 Day)2/21/00

PLAN OF ACTION (lPoA) FOR MOH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW D lfliN PERIOD
I. TOTAL PAVE TO IE LAND APPLIED PER bodASTLE STRUCTURE
1. Structure Name/Identifier(ID): Billup Finishing
2. Current liquid volume in 25 yr./24 hr. storm storage&structural freeboard
a. current liquid level according to marker 8.0 inches
b. designed 25 yr./24 hr. storm &structural freeboard 19.0 inches
c. line b- line a(inches in red zone)= 11.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 47280 ft2
e. line c/12 x lined x 7.48 gallons/ft3 324183 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 52748.7 ft3
h. current herd# 1600 certified herd# 1600
actual waste produced = current herd# x line g = 52749 ft3
certified herd#
i. volume of wash water according to structural design 0 ft3
j. excess rainfall over evaporation according to design 27580 ft3
k. (lines h + i +j)x 7.48 x 30 days/line f= 100143 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 7/27/2020 1.59 Ibs/1000 gal.
m. ((lines e+ k)/1000)x line I= 674.7 lbs. PAN
REPEAT SECTION I FORE EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA(30 Day)2/21/00

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ii. TOTAL VOLUME OF WASTE STORIED VIATHON9 STRUCTUi AL F( EEmBOARD IELEVATEONS
FOR ALL WASTE STRUCTURES FOR FACOLITY
1. structure ID: 1 line I= 44898 gallons
2. structure ID: 0 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+5= 44898 gallons
o. line n/27154 m 1.65 acre-inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING v 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.remaining v.maximum w.maximum
IRR-2 PAN application rate application
balance (in/hr) amount(inches)
(lb/acre)
2,6 1 keA overseed, grazed 2.58 75.00 0.6 0.95
2 2 Fo overseed, grazed 3.08 75.00 0.5 0.95
4,1 3 Fo overseed, grazed 2.98 75.00 0.5 0.95
1 4 Fo overseed, grazed 3.55 75.00 0.5 0.95
4,1 5,Fo overseed, grazed 3.34 75.00 0.5 0.95
1 6 keA overseed, grazed 3.10 75.00 0.6 0.95
1 7 Fo overseed, grazed 3.55 75.00 0.5 0.95
1,4, 5 8-12 Fo overseed, grazed 17.43 75 0.5 0.95
5 13-15 Ce overseed, grazed 7.83 75 0.75 0.75
x.total acres available during 5 day draw down (sum of column t)m 47.44 acres
IV. FACILITY'S PoA OVE'•'.LL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
Y. line o m 0.03 inches per acre to be applied within 5 days
line u
fit 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.
PoA(5 Day)2/21/00

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.)
still wet, but drying. there are some dryer areas in the field
2. Date and amount of last rainfall event?
DATE: 11/13/20 AMOUNT: 11.00 inches
3. Dates of last waste application event per field:
Started this on Friday and he had some rain on Sunday.
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?
equipment and conditions should allow to apply the volume in 5 days.
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.
pump on dry fields and shorter times if needed.
PoA(5 Day)2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
5 DAY DRAW DOWN PIERIOD
II. TOTAL PAN TO (,E LAND APPLIED PIER WASTE STRUCTURE
1. Structure Name/Identifier(ID): Barry Billups Finisher
2. Current liquid volume in 25 yr./24 hr. storm storage &structural freeboard
a. current liquid level according to marker 8.0 inches
b. designed 25 yr./24 hr. storm &structural freeboard 19.0 inches
c. line b-line a(inches in red zone)= 11.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 47280 ft2
e. line c/12 x lined x 7.48 gallons/ft3 324183 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 52748.7 ft3
h. current herd# 1600 certified herd# 1600
actual waste produced = current herd# x line g = 52749 ft3
certified herd#
i. volume of wash water according to structural design 0 ft3
j. excess rainfall over evaporation according to design 27580 ft3
k. (lines h + i +j)x 7.48 x 5 days/line f= 16691 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 7/27/2020 1.59 lbs/1000 gal.
m. ((lines e+ k)/1000)x line I = 542.0 lbs. PAN
5 Total volume of waste to be land applied during 5 day draw down
I. total volume to be t.nd applied line e+ line k e 53291 gallons;
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)