820122_30 day poa_20231219

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 82-122
Facility Name
Ernest Odum I & II
County: Sampson
Certified Operator Name: Ashley Odum Operator Number
20044
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.
Lagoon Name/ID
Spillway(Y or N):
Level(inches):
Lagoon Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
1 2
N N
17 17
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.
X 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 be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates fro 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
12/22/2023
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.
Ernest Odum Farms
Facility Owner/Manager (print)
Facility Owner/Manager (signature)
Phone: [phone]
Date: 12/20/2023

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: 1
line m =
416.1 lb PAN
2.
Structure ID: 2
line m =
135.4 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= 551.5lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
11407
101
small grain overseed
2.96
100.00
296.0
Oct -Feb
114071
104
small grain overseed
3.64
100.00
364.0
Oct -Feb
11407
105
small grain overseed
1.94
100.00
194.0
Oct -Feb
11407
106
small grain overseed
3.40
100.00
340.0
Oct -Feb
11407
107
small grain overseed
4.53
100.00
453.0
Oct -Feb
11407
111
small grain overseed
2.88
100.00
288.0
Oct -Feb
11407
112
small grain overseed
2.83
100.00
283.0
Oct -Feb
11407
113
small grain overseed
2.60
100.00
260.0
Oct -Feb
11407
114
small grain overseed
2.69
100.00
269.0
Oct -Feb
3283
232
small grain overseed
1.42
100.00
142.0
Oct -Feb
3283
233
small grain overseed
3.30
100.00
330.0
Oct -Feb
3305
234
rye
4.53
72.00
326.2
Sep -Apr
3305
235
rye
4.64
72.00
334.1
Sep -Apr
'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) = 3879.2 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 551.5 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 3879.2 lb. PAN
y. Overall PAN balance (w - x) _ -3328 lb. PAN
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): 11
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.0 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) 85952 1ft2
e. line c/12 x line d x 7.48 gallons/ft3 107153 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 118684 1ft3
h. current herd # 3600 certified herd # 3600
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 10/24/2023
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)
118684 ft3
0 ft3
50139 Jft3
210466 gallons
1.31 Ibs/1000 gal.
416.1 Ibs. PAN
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): 12
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker I 17.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard I 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) 13064 1ft2
e. line c/12 x line d x 7.48 gallons/ft3 16286 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design F 180 days
g. volume of waste produced according to structural design 580 33.5 W
h. current herd # 2425 certified herd # 2425
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 10/24/2023
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)
58024 ft'
0W
76211 W
81837 gallons
1.38 Ibs/1000 gal.
135.4 Ibs. PAN
PoA (30 Day) 2/21 /00