090045_POA for high freeboard_20240812

LAN OF AC TiON (POA) FOR MH FREEBOARD AT tiM1MAL FAULM S �
Facility Number: ,,.s ;. • 4:
Facility Name:
Certified Operator Name: v",?k'rli `:
U
?r.
Count fi
y
Operator # 1 [? b 4r ) ::.--
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): tb .<."_i'-
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.
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. (_;�ir�1JCl,� yak
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: _ L) ! I �' A q
I hereby certify that I have reviewed the Information listed above ana incivaed within the attached Plan
of diction, and to the best of my knowledge and ability, the information is accurate and correct.
Phone:
Fatality Owner/Manager (print)
Date. C
Owner/Manager (signature)
PofA cover Page 2121100

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID:
2. structure ID: 2
3. structure ID:
4. structure ID:
5. structure ID:
6. structure ID:
n. lines 1+2+3+4+5+6=
o. line n 127154 =
line 1 =
26135 gallons
line I =
gallons
line I =
gallons
line I =
gallons
line I = gallons
line I = gallons
26135 gallons
0.96 acre -inches
Ill. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD''2
'While this section deals with hydraulic loading capacities, applications cannot exceed
agronomic rate for receiving crop according to its certified waste plan.
2Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are
not considered available to receive waste.
p. tract 4
q. field #
r. soil type
s. crop
t. acres
u. remaining
IRR-2 PAN
balance
(Ib/acre)
V. maximum
application rate
(inthr)
W. maximum
application amount
(inches)
415
1
Au
bermuda rass
1.00
125
0.35
1
415
2
Au
bermuda rass
1.80
125
0.35
1
415
3
Au
bermudacirass
3.00
125
0.35
1
415
4
Fo
bermuda rass
3.40
1251
0.5
1
T877
5
Fo
bermuda rass
3.80
125
0.5
1
x. total acres available during 5 day draw down (sum of column Q = 13.00 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA (5 Day) 2121/00
Y. line o = 0.07 inches per acre to be applied within 5 days
line x

If unable to land apply hydraulic load listed in line y, list course of action here including pump
and haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options,
apply
1 _ Descrihe moisture conditions of fields? (e.q. Is there water standing in field; does irrigation
still wet but some pulls will dryout soonerand will use those to pump
2. Date and amount of last rainfall event'!
DATE: 08/11/24 AMOUNT: — 1.8 inches
s of s application July 30
4. Given optimum soil and weather conditions, is irrigation equipment capable of applying the volume in
line "n" at appropriate seasonal i.e. winter application rates within 5 days?
yes assuming we don'tget more rain
5. Irrigation schedule for next 5 days - include daily schedule; proposed application rates and amounts
ner imostion event: chanaes made in qun sizes, nozzles, o nnys, upuiu ny LIE„M, uavo QVVa ,
soon as fields are dry will pump using normal means and rates. Wednesday
PoA (5 Day) 2/21100

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
5 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/identifier(ID):
Fox Bay 9 45
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
11.0 inches
19.0 inches
8.0 inches
96866 ft2
483038 gallons
180 days
g. volume of waste produced according to structural design 116329 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 5 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 7/24/24
m. ((lines e + k)/1000) x line I =
5 Total volume of waste to be land applied during 5 day draw down
116329 ft3
EJft3
15925 ft3
59267 gallons
0.82 Ibs/1000 gal.
444.7 Ibs. PAN
I. total volume to be land applied line e + line k = 116774 gallons
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)