310467_30 day poa_20210114

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-467 County: Duplin
Facility Name: King Farm K-4 & K-5
Certified Operator Name: Vincent Craig King Operator Number: AWA16376
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 Name1lD:
Spillway(Y or N):
Level(inches):
2. Check all applicable items
16 17
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.
Craig King Phone
Facility Owner/Manager (print)
_ (2- Date:
Facility Owner/Manager (sig ture)
910-293-3434
1 /13/2021

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD ANWOR 25 YR.l24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Lag 4 line m =
96.1 lb PAN
2. Structure ID: Lag 5 line m =
93.1 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 =
fb PAN
n.lines 1+2+3+4+5+6= 189.3lbPAN
III_ TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIR 17S Tn WWII-14 PAti r'AtitinT Qc Aoni fern ni -riAo^ r.
o. tract #
P. field #
q. crop
r. acres
s. remaining IRR-
2 PAN balance
(lb/acre)
t:. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
T3471
3
Small Grain
2.57
43.00
110.5
Sept -April
T3471
4
Small Grain
4.19
41.50
173.9
Sept -April
T3471
5
Small Grain
3.41
42.00
143.2
Sept -April
T3471
T3471
6
7
Small Grain
Small Grain
2.58
1.81
44.00
50.00
113.5
90.5
Sept -April
Sept -April
oiaie L;uirUni (;[Up enaing application sate 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) = 631.6 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 189.3 lb. PAN
PoA (30 Day) 2/21 /00

x. Crop's remaining PAN balance (line v from section III) = 631.6 lb. PAN
y. Overall PAN balance (w - x) = -442 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
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): Lag 4
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 16.0 inches
b. designed 25 yr./24 hr_ storm & structural freeboard 20.Q inches
c, line b - line a (inches in red zone) = 4.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) �ft2
e. line c/12 x line d x 7.48 gallons/113 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 73917 ft3
h. current herd # 2632 certified herd #1 2632
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 10/2/2020
m. ((lines e + k)I1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
73917 ft'j
0W
34689 ft3
135395 gallons
0.71 Ibs/1000 gal.
96.1 lbs. 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 (1D):[Lag 5
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 froeboard elevation)
e. line c/12 x line d x 7.48 gallons/W
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
1. 17.0 inches
20.3 inches
3.3 inches
38948 ft2
79630 gallons
180 days
g. volume of waste produced according to structural design 42199 ft3
h. current herd # 1280 certified herd #1 1280
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 dayslline f=
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 1 10 020
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)
42199 ft3
�ft3
22720 ft3
80932 gallons
0.58 lbs11000 gal.
93.1 lbs. PAN
PoA (30 Day) 2/21100