090169_30 Day POA_20210315

PLAN OF ACT➢ _ l l (PoA) IFeR HVGK
Facility Number: q - 1 lo Oj
Facility Name: lY11le� st`av
Certified Operator Name: US-
641 /ea pica * !02 d 0
1. Current Liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point an 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 B
Lagoon Name/identifier (iD): I
Spillway (Yes or No):
Level (inches): 1
FREE County; @loot
2. Check all applicable items Ey-1015iDY1 .Fyfl
vvt, a1I5.I21
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 In day -
P-lan-of'Actiun is attachedAgronomic balance is within acceptable. range. -
Waste Isto be pumped and hauled to off site locations. Volume and PAN content of waste to .
pumped and hauled is reflected in section 111 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: .l is 12 i
`Yt -
1 hereby certify.that 1 have reviewed the information listed above and inctuaea within the attached Plan
of Action, and to the best of my knowledge and ability, the information is accurate and correct.
Carl es VVt Ciflespie—Phone: •9/O-976-2cv�,
Facility OwnedManager (print)
rii 2 Leif Ad /4
Facility Owner/Mans er (signature)
PoA cover Page 2121100
Date: 3115 / z i

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: Gillespie
2. Structure ID:
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
n.lines 1+2+3+4+5+6=
line m = 349.3 Ib PAN
line m = Ib PAN
line m = Ib PAN
line m = Ib PAN
line m = Ib PAN
line m = Ib PAN
349.3 Ib PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
IELDS TO 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
1754
12
bermuda
1.60
200.00
320.0
Mar -Sept
1754
14
bermuda
1.60
200.00
320.0
Mar -Sept
** guestimate on PAN left
'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) =
NARRATIVE:
640.0 Ib. PAN
349.3 Ib. PAN
640.0 Ib. PAN
-291 Ib. PAN
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):
Gillespie
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/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 # 2666 certified herd #
18.0
19.0
inches
inches
1.0 inches
78408
ft2
48874 gallons
180
105497
3200
days
ft3
actual_waste_prnduced = current herd _#_xiine_g = 8.7.892St3
certified herd #
i. volume of wash water according to structural design ft3
j. excess rainfall over evaporation according to design ft3
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 =
2/3/2021
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
0
48020
169437 gallons
1.60
bs/1000 gal.
349.3 lbs. PAN
PoA (30 Day) 2/21/00