090052_POA_20210222

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3. Earliest possible date to begin land application of waste:
-ac.noj Number:
Facia y Name: k \...S
Ce ified Operator Name:
Operator
Current liquid levels) 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):
Spillway (Yes or No):
Level (inches):
2. Check a 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.
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 end 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 ui"llts 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
4/0?3)1
hereby certify '..�h.a:. ` have reviewed h> Ti'o r atio ii e 1 n. I _t, 1 P
s the �l €v1�i.:C!i.:L3�� � •`�Z:sLt above a31�, included within the attached aan
o'? and to the best of my nowi da.�,`^e i^fom.:ion is accurate and correct-
1
Lei\/L
Facility OwFer/Manage='
Phone:
, , / -___, ,
—�.�•�..,_ / J / =a'L. . OS chi E/
r acility 0 riser/Manage• (signa ilve)
I
P EICj!=, 7'217 if00

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:
2. Structure ID:
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
Ross Lewis 1
n. lines 1 +2+3+4+5+6=
line m = 316.0 Ib PAN
line rn = Ib PAN
line rn = Ib PAN
line m = Ib PAN
line m = Ib PAN
line m = Ib PAN
316.0 Ib PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR-
2 PAN balance
(Ib/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
1070
4
wheat
1070
8
wheat
13.50
90.00
1215.0
Oct - Mar
1070
9
wheat
'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) =
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) =
x. Crop's remaining PAN balance (line v from section III) =
y. Overall PAN balance (w - x) =
1215.0 Ib. PAN
316.0 Ib. PAN
1215.0 Ib. PAN
-899 Ib. 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 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):
Ross Lewis 1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr./24 hr. storm & structural freeboard
c. line b - line a (inches in red zone) =
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c/12 x line d x 7.48 gallons/fti
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 #
3200
certified herd #
17.0
19.0
inches
inches
2.0 inches
81600
ft2
101728 gallons
180
105497
3200
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 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated
m. ((lines e + k)/1000) x line I =
1/27/2021
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
days
ft3
105497 ft3
47600
ft3
ft3
190861 gallons
1.08
Ibs/1000 gal.
316.0 Ibs. PAN
PoA (30 Day) 2/21/00