310765_30 day poa_20201221

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-765
County: Duplin
Facility Name: Flagship Farms 1, 2 U
Certified Operator Name: Joe Szaloky Operator Number:
AWA999328
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: Lag 1 Lag 2 Lag 3
Spillway(Y or N): N N N
Level(inches): 16 16 13
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 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 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.
Advantage Farms, LLC Phone: [phone]
Facility Owner/Manager anager (print)
�02, c ,Z�.lII l
b `�.Lt Date: 12/21/2020
Facility Owner/Man (signature)
1011 1
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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: 4110
line m = 730.6 lb PAN
2.
Structure ID: 4111
line m = 920.2 lb PAN
3.
Structure ID: 4112
line m = 905.8 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 = 2556.6 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT HI=_ APPI IFn nilRlNr; THIs sn nAV PFRInn
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'
T72141
Pivot 20
wheat
8.74
106.15
927.8
Sept -April
2
wheat
3.05
106.15
323.8
Sept -April
3
wheat
3.71
106.15
393.8
Sept -April
4
wheat
2.93
106.15
311.0
Sept -April
5
1wheat
0.90
106.15
95.5
Sept -April
11
1wheat
1.37
106.15
145.4
Sept -April
12
wheat
1.85
106.15
196.4
Sept -April
13
wheat
1.04
106.15
110.4
Sept -April
14
wheat
2.71
106.15
287.7
Sept -April
z>tate 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) = 2791.7 lb. PAN
IV. FACILITY'S PDA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 2556.6 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section III) = 2791.7 lb. PAN
y. Overall PAN balance (w - x) _ -235 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. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
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): 14110
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
16.0 inches
19.0 inches
3.0 inches
108900 ft2
203643 gallons
1 8-01 days
g. volume of waste produced according to structural design 121352 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 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 11/17/2020
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)
PoA (30 Day) 2/21/00
121352 ft'
Oft3
86213 ft3
258764 gallons
1.58 Ibs/1000 gal.
730.6 Ibs. PAN

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): 14111
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
16.0 inches
19.0 inches
3.0 inches
108900 ft2
203643 gallons
180 days
g. volume of waste produced according to structural design 121352 ft'
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 In + 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 11/17/2020
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)
PoA (30 Day) 2/21 /00
121352 ft'
0 ft3
86213 ft3
258764 gallons
1.99 Ibs/1000 gal.
920.2 Ibs. PAN

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): 1 4112
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
13.0 inches
19.0 inches
6.0 inches
108900 ft2
407286 gallons
180 days
g. volume of waste produced according to structural design 121352 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 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 11/17/2020
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)
PoA (30 Day) 2/21/00
121352 ft'
0 ft3
86213 ft'
258764 gallons
1.36 Ibs/1000 gal.
905.8 Ibs. PAN