820044_5 and 30 day POA_20240809

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 82.44 County: Sampson
Facility Name: Baggett & Sons
Certified Operator Name: Gary Baggett Operator Number: AWA18344
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:
Spiliway(Y or N):
Level(inches):
2. Check all applicable items
10
X_ 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 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: as conditions permit
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.
Gary Baggett Phone: [phone]
Facility Owner/Manager (print)
w r -ot- Date: 8l9/2024
Facility ot
ner/Ma (signature)

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID:
Lagoon
1
2. Structure ID:
Lagoon
2
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
n.lines 1+2+3+4+5+6=
line m = 1821.3 lb PAN
line m = 1711.5 lb PAN
line m = D PAN
line m = lb PAN
line m = lb PAN
line m = lb PAN
3532.8 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BF APPI IFn nl IRndr: Tlals an nev orolnn
O. tract #
p. field #
q. crop
r. acres
S. remaining IRR
2 PAN balance
(Ib/acre)
t TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
U. application window'
1
Sorghum
4.60
128.40
590.6
April -Sept 15
2A
Bermuda
0.70
121.60
85.1
Mar -Sept
2B
Bermuda
1.40
121.00
169.4
Mar -Sept
3
Bermuda
4.70
118.40
556.5
Mar -Sept
4
Bermuda
1.40
198.30
277.6
Mar -Sept
9
Bermuda
2.60
148.70
386.6
Mar -Sept
10
Soybeans
5.30
49.80
263.9
April -Sept 15
11
Soybeans
4.40
51.10
224.8
April -Sept 15
12
Soybeans
5.30
46.10
244.3
April -Sept 15
AH
Soybeans
16.50
132.90
2192.9
April -Sept 15
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) = 4991.8 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) =
3532.8 lb. PAN
PoA (30 Day) 2121/00

x. Crop's remaining PAN balance (line v from section III) = 4991.8 lb. PAN
y. Overall PAN balance (w - x) _ -1459 Ib. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pumIthe'
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new P
based on new information. If new fields are to be included as an option for lowering lagoon level, add th
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled
another permitted facility, provide information regarding the herd population and lagoon freeboard levels
receiving facility.
Irrigation onto existing spray fields will continue as weather and field conditions permit.
facility is being depopulated now.
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): I Lagoon 1
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/ft'
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
5.0 inches
20.4 inches
15.4 inches
73500 ftz
705551 gallons
180 days
g. volume of waste produced according to structural design 96925.7 ft'
h. current herd # 2940 certified herd # 2940
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 4/23/2024
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)
96926 ft'
Oft?
42875 ft3
174285 gallons
2.07 Ibs/1000 gal.
1821.3 lbs. 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:
3. structure ID:
4. structure ID:
5. structure ID:
6. structure ID:
n.lines 1+2+3+4+5+6=
o. line n / 27154 =
Lagoon 1
Lagoon 2
line I =
329613 gallons
line I =
120677 gallons
line I =
gallons
line I =
gallons
line I =
gallons
line I = gallons
450291 gallons
16.58 acre -inches
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. traot #
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)
9H
NoA
Soybeans
9.58
136.5
5
1
5
NoA
Bermuda H
0.40
299
0.5
1
6
NoA
Bermuda H
1.30
299
0.5
1
x. total acres available during 5 day draw down (sum of column t) = 11.28 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA y Da 2/ fine0o- 1.47 inches per acre to be applied within 5 days
l5 y)

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 radurfinn nntinnc
th farm now. Should be completly depop'd by tomorrow.
to
1. Describe moisture conditions of fields? (e.g. Is there water standina in field: dope im,,ti n
rates
per irrigation event; cnanges mane in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to
PoA (5 Day) 2/21/00

PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): I Lagoon 1 -—1
2. Current liquid volume in structural freeboard
a. current liquid level according to marker
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/ft'
3. Projected volume of waste liquid produced during draw down period
I. temporary storage period according to structural design
g. volume of waste produced according to structural design
h. current herd # U certified herd # 2940
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
I. total volume to be land applied line e + line k =
5.0 inches
12.0 inches
7.0 inches
73500 ftz
320705 gallons
180 days
96925.7 W
W
f�W
�� 42875 W
8908 gallons
329613 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