090102_30 day POA_20240930

-PLAN OF ACC 11l MA (Poo) FOR MGH FREEBOARD AT AMMAL FAMUTHES
r'acality Number: 1 - I
z County: 1`)�n
n ,
Facility
Certified Operator Narene:
O.J—
Operatior
1. Current liquid level(s) in inches �Is 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 Namelidentifier (ID):
Spillway (Yes or No):
Level (inches):
2. Check alB 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.
r
' 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.
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.
Contract and secure approval from the Division of Water Quality Prior to transfer od 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: _ Ct «� 24
l hereby certify that ➢ have reviewed the information listed move and included wlftn the attached Man
of Action. and11 o theiO��t of my ➢Cnowledae and ability the_information is accurate and correct,
e-4 M aZye�(�i � n
PcA Cover Page 2121100
--- 'hone: f !o' 6'7�11a 6 �00

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: Neill Jackson
line m = 3.4
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= 3.4lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PFRIOD_ DO NOT LIST FIELDS TO WHICH PAN CANNOT RF APPI_IFD DURING 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 (Ibs.)
column rxs
u. application window'
9031
5368
bermuda graze
10.50
100.00
1050.0
Mar -Sept
** uestimate
on 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) = 1050.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 3.4 lb. PAN
x. Crop's remaining PAN balance (line v from section 111) = 1050.0 lb. PAN
y. Overall PAN balance (w -x) = 4047 lb. PAN
NARRATIVE:
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):
Neill Jackson
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 1.7.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 55517 1 ft2
e. line c/12 x line d x 7.48 gallons/ft3 69211 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 43255 ft3
h. current herd # 00 certified herd #1 3804
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 3/20/24
m. ((lines e + k)/10.00) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
ft3
0 Jft3
34653 ft3
43201 gallons
0.03 Ibs/1000 gal.
3.4 lbs. PAN
PoA (30 Day) 2/21100