310670_BIMS incident 202003256_20201113

910-293-3434
6/2/2020
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-670
Facility Name: Quail Run
County: Duplin
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: L1 L2
5pillway(Y or N): N N
Level(inches): 17 14
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.
K 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:
Facility Owner/Manager (print)
i1�) e— �7 'p K _ Date:
Facility Owner/Manager (sig � ture) ` F

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD ANWOR 25 YR.I24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE
STRUCTURES FOR FACILITY
1.
Structure ID: 4208
line m =
1173.8 lb PAN
2.
Structure ID: 4209
line m =
1661.7 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 = 2835.5 lb 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 #
q. crop
r. acres
s. remaining IRR-
2 PAN balance
(lblacre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
QR
1
Cover Crop
4.29
30.00
128.7
Sept -April
QR
2
Cover Crop
4.31
30.00
129.3
Sept -April
QR
3
Cover Crop
3.35
30.00
100.5
Sept -April
QR
4
Cover Crop
5.16
30.00
154.8
Sept -April
5
Cover Crop
4.48
30.00
134.4
Sept -April
6
Cover Crop
4.03
30.00
120.9
Sept -April
10
Cover Crop
3.76
30.00
112.8
Sept -April
12
Cover Crop
5.04
30.00
151.2
Sept -April
14
Cover Crop
5.52
30.00
165.6
Sept -April
16
Cover Crop
6.67
30.00
200.1
Sept -April
Pivot 25
Wheat
56.86
125.40
7130.2
Sept -April
'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) = 8528.5 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 2835.5 lb. PAN
PoA (30 Day) 2/21100

x. Crop's remaining PAN balance (line v from section III) = 8528.5 Ib. PAN
y. Overall PAN balance (w - x) _ -5693 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 receiving facility.
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 Namelldentifier (ID): 14208
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.Q inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 2.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 119880 ft2
e. line c/12 x line d x 7.48 gallonslft3 186813 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 161410.9 ft3
h. current herd # 4896 certified herd # 4896
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 7/13/2020
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)
161411 ft3
0 ft3
69930 ft3
288405 gallons
2.47 Ibs/1000 gal.
1173.8 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): 14209
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 14.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 5.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 119880 fC
e. line c112 x line d x 7.48 gallons/W 373626 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 1 fi1410.9 ft3
h. current herd # 489fi certified herd # 4896
actual waste produced = current herd # x line g = 161411 ft3
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 7/13/2020
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)
0 ft3
69930 ft3
288405 gallons
2.51 Ibs11000 gal.
1661.7 lbs. PAN
PoA (30 Day) 2/21/00