820122_30 Day POA_20210223

PLAN OFACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 82-0122 County: Sampson
Facility Name: Ernest Odum I & II
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 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: 1 II Large II Small
Spillway(Y or N): N N N
Level(inches): 13 15 15
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. Bolume 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 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: 2/23/21
I hereby certify that 1 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.
Ashley Odum Phone: [phone]
Facility Owner/Manager (print)
Ashley Odum
Facility Owner/Manager (signature)
Date: 2/23/21

11. 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:
2. Structure ID:
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
Oduml
Odum II Large
Odum II Small
n. lines 1 + 2 + 3 + 4 + 5 + 6 =
line m = 1416.9 Ib PAN
line m = 241.8 Ib PAN
line m = 73.7 Ib PAN
line m = Ib PAN
line m = Ib PAN
line m = Ib PAN
1732.4 Ib PAN
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 #
r. acres
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs)
column rxs
u. applicationwindow'
s remaining IRR-2
PAN balance
(Ib/acre)
q. crop
101
2.96
286.00
846.6
Mar1-Sep30
Bermuda
102
com
3.26
107.00
348.8
Feb
15-June
30
103
corn
3.92
107.00
419.4
Feb
15-June
30
104
3.64
286.00
1041.0
Marl-Sep30
Bermuda
105
1.94
286.00
554.8
Marl
Sep30
Bermuda
106
3.40
263.00
894.2
Marl-Sep30
Bermuda
107
4.53
286.00
1295.6
Mar1-Sep30
Bermuda
108
Wheat
3.13
85.00
266.1
Sept-March3l
109
Wheat
4.21
85.00
357.9
Sept-March3l
111
4.21
263.00
1107.2
Marl-Sep30
Bermuda
112
2,83
286.00
809.4
Marl-Sep30
Bermuda
113
2.60
286.00
743.6
Marl-Sep30
Bermuda
114
2,69
286.00
769.3
Marl-Sep30
Bermuda
232
1.42
263.00
373.5
Marl-Sep30
Bermuda
233
3.30
263.00
867.9
Marl
Sep30
Bermuda
234
Com
4.53
69.00
312.6
Feb
15-June
30
235
Corn
4.64
69.00
320.2
Feb
15-June
30
236
Com
4.37
111.00
485.1
Feb
15-June
30
State curren 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) =
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) =
x. Crop's remaining PAN balance (line v from section III) =
y. Overall PAN balance (w -x)=
11813.1 Ib. PAN
1732.4 Ib. PAN
11813,1 Ib. PAN
-10081 Ib. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and haul,
depopulation, herd reduction, etc. Forpump & haul arid herd roduction options, recalculate new PAN based an new
nformation. If new fields are to be included as an option for lowering lagoon level, add thesefields to the PAN balance
PoA (30 Day) 2/21/00

table and recalculate the overall FAN balance. It animal waste is to be hauled to another permitted tacimy, provide
information regarding the herd population and lagoon freeboard levels at the receiving facility.
NARRATIVE:
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):
Odum I
2. Current liquid volume in 25 yr./24 hr. storm sto age & 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
h. current herd #
3200
certified herd #
13.0
19.0
inches
inches
6.0 inches
96000
ft2
359040 gallons
180
89219.9
36001
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
m. ((lines e + k)/1000) x line I =
2/2/21
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
days
ft3
79307 ft3
0
78400
fl3
ft3
196608 gallons
2.55
Ibs/1000 gal.
1416.9 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):
Odum II Large
2. Current liquid volume in 25 yr./24 hr. storm sto age & 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
h. current herd # 2280 certified herd #
15.0
19.0
inches
inches
4.0 inches
15000
ft2
37400 gallons
180
62701.8
2530
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
days
ft3
56506 ft3
0
8,560
Its
ft3
81116 gallons
I. current waste analysis dated I 2/2/21 2.04 Ibs/1000 gal.
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)
241.8 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):
Odum II Small
2. Current liquid volume in 25 yr./24 hr. storm sto age & structural freeboard
a, current liquid level according to marker 15.0 inches
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) 76501f12
19.0
inches
4.0 inches
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
h. current herd #
280
certified herd #
19074 gallons
180
9890.4
300
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
m. ((lines e + k)/1000) x line I =
2/2/21
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
days
f13
9231 ft3
0
4462.5
ft3
ft3
17071 gallons
2.04
Ibs/1000 gal.
73.7 Ibs. PAN
PoA (30 Day) 2/21/00