090169_30 day poa_20240930

krGA) FOR MH FREMBOARD AT AND 1 AL FAMMES
Fewlily mumbelra f 101
.................... Z- - ---
r-20114 Name., e 11eT 4-=�qvYn"-
Sertiffed Operat®r cameo °
�. current liquid level 8in �
i) inches as measured from the current liquid level In the 1,
lowest point on the top of the dam for lagoons WHhout -spill is .
in the lagoon to the bottom of the spillway for lagoon8 With s i! w�a `igoon 'to the
and from the current Ilquid Level
lJ ys.
Strucfure i
:lagoon Namefldentifier (ID): _ �1
Spillway (Yes or No):
Level (inches):
--------------
I�
4. Check ail appil0able items
.Structure 2 Structure 3 Structure 4 Structure 6 Structure a
[_iquid level is within ,.he designed structural freeboard elevatlon5 of one or more structures.
and 30 day Plans of Action are attached, Hydraulic and agronomic balances are tnrfthlt Five
acceptable ranges.
Li uicf y
q level ►s within the 25 year 24 hour storm elevations for any or more structures, A 3D day
Plan of Action is attached. Agronomic balance- is within acceptable range
Waste is_ to be pumped and hauled to o; � site locations. Volume and PAN content of Waste to
pumped and haulad is reflected in section III tables. tncluded'within to plan is o ffst s the
proposed sites with related facfll�x number(s), number acres and receiving crop li'giinforof
h
Gosatact and eecure "Proval ffcrn the Divis!Otl Of Water Qualrcy -priar to tran�Feg c,; waste
to a site not covered in the facilli ceid led anara�a3 rr�aste m61"El2a nenI plan,
Operatlon will bs parfdally or fully depopulated,
- attach a complete schedule iAdth corresponding animal Units and dates for depopulation
- if animals are to be moved to another permitted facility, provide f acil'it number, lagoon
freeboard levels and herd population for the receiving •r"acilk,
3. Earliest possible date to begin land application of waste:
I hereby certify_that $ have reviewed the information listed above ar�c� inciucea utrithira the a aci�ed Dian
of Action, and to the best of my knOWledge and ability, •the wcrrn'etion i@ aGeurate grid cot ect
IV
LUC
Fae"Ity t� xerfl)liat aa�
Fbciiity Owrlerlma-n-
Poo CouDP page 2I2 1DO
,r (point) _
:r (signatr�rej .

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 line m = 434.9 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. lines 1 +2+3+4+5+6= 434.9 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PFRinn nn NnT I IST FIFI DS Tr) WHICH PAN CANNnT RF APPI IFD DARING THIS 3n DAY PERIOD_
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR-2
PAN balance
(Ib/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r xs
u. application window'
1754
12
bermuda rass
1.60
50.00
80.0
March —Sept
1754
14
bermuda rass
1.60
50.00
80.0
March —Sept
1754
15
bermuda rass
9.20
50.00
460.0
March -Sept
1754
6
bermuda rass
4.00
50.00
200.0
March —Sept
1754
8
bermuda rass
1.60
50.00
80.0
March -Sept
uestimate 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) = 900.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section Il) = 434.9 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 900.0 lb. PAN
y. Overall PAN balance (w - x) = -465 lb. PAN
Will begin pumpingassoon asfield 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 18.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 78408 ft2
e. line c/12 x line d x 7.48 gallons/ft3 48874 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 1 180 days
g. volume of waste produced according to structural design 1 105497 Jft3
h. current herd # 3200 certified herd # 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 1 6/26/24
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
105497 ft3
0 ft3
48020 Ift3
191385 gallons
1.81 Ibs/1000 gal.
434.9 Ibs. PAN
PoA (30 Day) 2121/00