090045_30 day poa_20240930

OF Acnoo m ((PoA) FOR MGM FREEBOARD AT laMMAL FACUTl ICS
County-
Facdiity Number, o
rim
Faciid4y Name:
---
GaviiUded 0joarMy Name: ',
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.r
Spillway (Yes or No): `
Level (inches): ---�--
2. Check &H 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
f acceptable ranges.
�t 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, C,��,:1;,�: !; ,u r i�
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 app OVS1 from the Division of VVater Quality prior to transfer of waste
to a site not covered in the £aciiiirr's cer`€iiied 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 ot
3. Earliest possible date to begin land application of waste: —
I
e uraf®rrgaata®rrn 9aetgd
d hereby certify that, i have reviewed tina®n isace ithin the attach je and correct
or ed Sian
of Action, and to the hest of my knowledge and ability, theit®ai
-'
[home:
Facility Owner/illlanager (Prim)
acility owner/Manager (signature)
p®A cover Page 2/21100

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: Fox Bay Back
2. Structure ID: Fox Bay Front
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
In. lines 1+2+3+4+5+6=
line m =
421.7 Ib PAN
line m =
522.0 lb PAN
line m =
lb PAN
line m =
lb PAN
line m =
lb PAN
line m = lb PAN
943.7 lb PAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PFRIC1n nr) NnT I IST FIFI nS W) 1NHICFI PAN CANNnT RF APPI IFn niJRIN[. THIS an n" PFRIdn_
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR-2
PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column rxs
u. application window
415
1
bermuda hay
2.50
100
250.0
March -Sept
2
bermuda hay
1.80
100
180.0
March -Sept
3
bermuda hay
2.48
100
248.0
March -Sept
*
4
bermuda hay
3.54
100
354.0
March -Sept
*
5
bermuda hay
3.10
100
310.0
March -Sept
**estimates for remainin PAN**
'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) = 1342.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 943.7 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 1342.0 lb. PAN
y. Overall PAN balance (w - x) = -398 lb. PAN
Line y must showas 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 thesefields 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.
VARRATIVE:
Nill begin pumping asoon as fields dry out.
*did not use all fields in plan because there is plenty of PAN still available.

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID):
Fox Bay Front-1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 15.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 4.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 72816 ft2
e. line c/12 x line d x 7.48 gallons/ft3 181555 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 Jdays
g. volume of waste produced according to structural design 87035 ft3
h. current herd # 3520 certified herd # 3520
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 7/25/24
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)
87035 ft3
0 ft3
44625 ft3
164136 gallons
1.51 Ibs/1000 gal.
522.0 Ibs. PAN
PoA (30 Day) 2/21 /00

n
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID):
Fox Bay Back - 2
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) 96866 fe
e. line c/12 x line d x 7.48 gallons/ft3 60380 gallons
i
3. Projected volume of waste liquid produced during draw down period j
I
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 116329 ft3
h. current herd # F 3520 certified herd # 3520
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 7/26/24
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)
116329 ft3
0 ft3
59267 Jft3
218910 gallons
1.51 Ibs/1000 gal.
421.7 Ibs. PAN
PoA (30 Day) 2/21 /00