090040_POA High Free board_20240808

'LAVA OF ACTPON (G ON FOR MGM FREEBOARD AT ANNAL FACUTES
Facility Number-.
county:
Facility Name l� � 14 A)A % ..
Certified operator Name: platu 17—4/� iG -,j DS1v ��tGlC+���S Operator# IL'
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
Lagoon Name/Identifier (ID):
Spillway (yes or No):
Level (inches):
2. Check all applicable items �—
Structure 2 Structure 3 Structure 4 Structure s Structure a
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 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 2ri2r 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
- freeboard levels and herd population for the receiving facility if animals are to be moved to another permitted facility, provide facility number, lagoon
3. Earliest possible date to begin land application of waste:��
I hereby certify that I have reviewed the information listed above and included within the attached; Plan
of Action, and to the best of my knowledge and ability, the information is accurate and correct.
1 b5 I�itQar� ��� ' �L(P 'ZUjI'2•
Facalaty 4r/Manager (print)
tludeenPhone:
d
(signature)
Date. -
Cover Page 2121100

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):
A & H Hog Farm.9-40
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
12.0 inches
19.0 inches
7.0 inches
102856 ft2
448795 gallons
180 days
121058 ft3
h. current herd # 3672 certified herd # 3672
actual waste produced = current herd # x line g = 121058 ft3
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 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)
�ft3
62270 ft3
228549 gallons
1.88 Ibs/1000 gal.
1273.4 Ibs. PAN
PoA (30 Day) 2/21/00

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID:
2. structure ID: 0
3.
structure ID:
4.
structure ID:
5.
structure ID:
6.
structure ID:
n.lines 1+2+3+4+5+6=
o. line n / 27154 =
line I = 227243 gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
227243 gallons
8.37 acre-inct
III. 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 #
q. field #
r. soil type
S. crop
t. acres
u. remaining
IRR-2 PAN
balance
(Iblacre)
v. maximum
application rate
(in/hr)
W.
maximum
application
amount
3235
1
NoA
bermuda hay
7.65
227.00
0.5
1
3235
2
NoA
bermuda hay
11.34
290.00
0.5
1
x. total acres available during 5 day draw down (sum of column Q =
18.99 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA (5 Day) 2/21/00
Y. line o = 0.44 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,
1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
Fields are drying out and pumping asfield conditions allow.
2. Date and amount of last rainfall event?
DATE: 08/09/24 AMOUNT:-Dinches
- Dates of last waste application event per field -
last week
4. Given optimum soil and weather conditions, is irrigation equipment capable of applying the volume in
line "n" at approprate seasonal i.e. winter application rates within 5 da ?
Pumping asfields dryout.
5. Irrigation schedule for next 5 days - include daily schedule; proposed application rates and amounts
per irrigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to
fields dryout, will try to pump.
PoA (5 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
1. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): I A&HHog Farm
2. Current liquid volume in structural freeboard
a. current liquid level according to marker 9.0 inches
b. designed structural freeboard zone
(Normally 12 inches or greater)
c. line b - line a (inches within structural freeboard) _
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 drawdown period
f. temporary storage period according to structural design
12.0 inches
3.0 inches
102856 ft2
192341 gallons
,a 01 days
g. volume of waste produced according to structural design 121058 ft3
h. current herd # 3672 certified herd # 3672
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 volume of waste to be land applied during 5 day draw down
1. total volume to be land applied line e + line k =
121058 ft3
�ft3
14175 ft3
28098 gallons
220439 gallons
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below)
PoA (5 Day) 2/21 /00