310765_Plan of Action_20180302

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 NamelID: Lag 1 Lag 2 Lag 3
Spiliway(Y or N): N N N
Level(mches). 18 20 18
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 Hall be partially or fully depopulated.
`Attach a complete schedule with corresponding animal units and dates fro depopulation
9f 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.
Phone: [phone]
Date: 3/2/2018
Facility er/Mana r (signature)
_F r. �Z>-e 52 jo(L-1

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: 4110
line m = 561.8 lb PAN
2. Structure ID: 4111
line m = lb PAN
3. Structure ID. 4112
line m = 4377 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= 999.5lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT 9F APPI_IFn n11RIN(, Twin qn nav PFwlnn
o. tract #
p. field #
q crop
r. acres
s. remaining IRR
2 PAN balance
(Ibracre)
I. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u appinabon window'
T72141
Field 3
Wheat
3.71
13200
489.7
Sept -April
Field 1
Cam
3.55
141.25
501.4
Feb 15-June
Field 4
Corn
2.93
141.25
413.9
Feb 15-June
Field 6
Corn
2.331
141.25
329.1
Feb 15-June
azate current crop ending application date or next crap application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 1734.1 lb. PAN
W. FACILITY S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 999 5 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section 111) = 1734.1 lb. PAN
y. Overall PAN balance (w - x) _ -735 lb. PAN
Line y must show as a deficit. If fine y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump R 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. Remaining PAN is an estimate as grower did not supply me with available
PAN.
PoA (30 Day) 2121/00

r
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/ldentifier (ID): 14110
2. Current liquid volume in 25 yr.124 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 G12 x line d x 7.48 gallons/ft3
3. Protected volume of waste liquid produced during draw down period
L temporary storage period according to structural design
18.0 Inches
19.0 inches
1.0 inches
108900 ft
67881 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
I. excess rainfall over evaporation according to design
k. (lines h + I + )) x 7 48 x 30 daysaine f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 10/2/2017
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) 2/21100
121352 ft'
0ft3
86213 ft3
258764 gallons
1.72 Ibs/1000 gal.
661.8 lbs. 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/ldentifier (ID): 14111
2. Current liquid volume in 25 yr /24 hr. storm storage & structural freeboard
a. current liquid level according to marker 20.0 inches
b. designed 25 yrJ24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) _ -1 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) • 108900 ft
e. line c/12 x line d x 7.48 gallons/fl:6 -67881 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
i
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 =
121352 ft'
certified herd #
I. volume of wash water according to structural design
Oft'
j. excess rainfall over evaporation according to design
F 862173ft'
k. (lines h + I +I) x 7 48 x 30 days/line f=
258764 gallons
4 Total PAN to be land applied during draw down period
I. current waste analysis dated F 10/2/2017
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21100
�lbs/1000 gal.
0 lbs. 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 NameiIdentifier (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 c112 x line d x 7.48 gallons/fid
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural•design
18.0 inches
19.0 inches
1.0 inches
108900 112
67881 gallons
180 days
g. volume of waste produced according to structural design 121352 113
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 10/2/2017
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) 2/21100
121352 ft
O113
88213 113
258764 gallons
1.34 Ibs/1000 gal.
437.7 lbs. PAN