090102_Plan of Action (POA)_20201113

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PLAN OF ACTION (PoA) FO HIGH Fi EE 4OAR® AT ANIMAL FACILITIES
Facility Number: OR County: 8 1 :en
Facility Name: , QWiiSOn i�_A -
Certified Operator Name: kJLJL Ct�d L Operator#
1. Current liquid level(s) in inches �s 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):
Spillway (Yes or No):
Level (inches): _ _
2. Check all applicable items
Liquid 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.
Ni 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 from the Division of Water Quality prior to transfer of waste
to a site not covered 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: if Iizi I(DD
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I hereby certify that I have reviewed the information listed above and included within the attached Plan
of Action and_Anil best of my knowledge and ability. the infarma_tion is accurate and correct.
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PoA Cover Page 2/21/00 _

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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 ID: Neill Jackson line m= 14.1 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+6= 14.1IbPAN
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 IRR-t.TOTAL PAN u.application window
2 PAN balance BALANCE FOR
(lb/acre) FIELD(lbs.)
column r x s
903 5368 Small grain overseed 10.50 50.00 525.0 10/1 -3/31
1State 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)= 525.0 lb. PAN •
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II)= 14.1 lb. PAN
x. Crop's remaining PAN balance(line v from section III)= 525.0 lb. PAN
y. Overall PAN balance(w-x)_ -511 lb. PAN
NARRATIVE:
Will begin pumping as soon as field conditions permit.
PoA(30 Day)2/21/00 •

' 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
1. Structure Name/Identifier(ID): Neill Jackson
2. Current liquid volume in 25 yr./24 hr. storm storage&structural freeboard
a. current liquid level according to marker 16.0 inches
b. designed 25 yr./24 hr. storm &structural freeboard 19.0 inches
c. line b-line a(inches in red zone)= 3.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 55517 ft2
e. line c/12 x lined x 7.48 gallons/ft3 103817 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 43255 ft3
h. current herd# 3804 certified herd# 3804
actual waste produced = current herd# x line g = 43255 ft3
certified herd#
i. volume of wash water according to structural design 0 ft3
j. excess rainfall over evaporation according to design 34653 ft3
k. (lines h + i+j)x 7.48 x 30 days/line f= 97125 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 10/19/2020 0.07 Ibs/1000 gal.
m. ((lines e+ k)/1000)x line I= 14.1 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