310322_BIMS incident 202003315_20201116

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: Ricky Kornegay (Byard-1) 31-322
line m =
208.8 lb PAN
2.
Structure ID: Ricky Kornegay (Byard-2) 31-322
line m =
-750 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= -541 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
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
1317
10
Small Grain
2.42
50.00
121.0
10/1 - 3/31
13171
10a
Small Grain
0.86
50.00
43.0
10/1 - 3/31
1317
11
Small Grain
4.56
50.00
228.0
10/1 - 3/31
1317
12
Small Grain
5.29
50.00
264.5
10/1 - 3/31
1317
13
Small Grain
4.14
50.00
207.0
10/1 - 3/31
1317
14
Small Grain
3.44
50.00
172.0
10/1 - 3/31
'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) = 1035.5 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) _ -541 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 1035.5 lb. PAN
y. Overall PAN balance (w - x) _ -1576 lb. 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 11/16/2020
1. Structure Name/Identifier (ID): I Ricky Korne a Bard-1 31-322
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
18.0 inches
19.5 inches
1.5 inches
61250 ft2
57269 gallons
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 81760 ft3
h. current herd # 2480 certified herd # 2480
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 9/25/2020
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)
81760 ft'
Oft3
36543 ft3
147484 gallons
1.02 Ibs/1000 gal.
208.8 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 11/16/2020
1. Structure Name/Identifier (ID): I Ricky Korne a Bard-2 31-322
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
34.0 inches
19.5 inches
-15 inches
101336 ft2
-915909 gallons
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 121451 ft3
h. current herd # 3675 certified herd # 3675
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 9/25/2020
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)
121451 ft'
Oft3
61454 ft3
228022 gallons
1.09 Ibs/1000 gal.
-750 Ibs. PAN
PoA (30 Day) 2/21 /00

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.
Waste will be applied agronomically and hydraulically as weather permits.
PoA (30 Day) 2/21 /00