310445_Plan of Action_20190925

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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 9/16/2018
1. Structure Name/Identifier (ID): Terry Miller 31-445 1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker Dinches
b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 19.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 15416 f?
e. line c/12 x line d x 7.48 gallons/ft3 187381 gallons
3. Projected volume of waste liquid produced during draw down period
180 days
g. volume of waste produced according to structural design 11721.9 1 ft3
h. current herd # 1600 certified herd #1 1600
actual waste produced = current herd # x line g = 11722 ft3
certified herd #
i. volume of wash water according to structural design 01ft3
j. excess rainfall over evaporation according to design 1 9916.7 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f= 26976 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 6/28/2018 1.54 Ibs/1000 gal.
m. ((lines e + k)/1000) x line 1 = 330.1 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00 9/25/2018

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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 9/16/2018
1. Structure Name/Identifier (ID): Big Lagoon I Kevin Bostic 31-444 2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 19.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 14976 ftZ
e. line c/12 x line d x 7.48 gallons/ft' 182033 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 11721.9 ft3
h. current herd # 1600 certified herd *F 1600
actual waste produced = current herd # x line g = 11722 ft'
certified herd #
i. volume of wash water according to structural design Oft3
j. excess rainfall over evaporation according to design F 96251 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f= 26612 gallons
4. Total PAN to be land applied during draw down,period
I. current waste analysis dated 6/28/2018 1.97 Ibs/1000 gal.
M. ((lines e + k)/1000) x line 1 = 411.0 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00
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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: Terry Miller (31-445) 1
line m =
330.1 lb PAN
2.
Structure ID: Kevin Bostic (31-444) 2
line m =
411.0 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= 741.1 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'
72198
pl
Bermuda Pasture
2.84
100.00
284.0
3/1 -10/31
721981
p2
Bermuda Pasture
1.54
100.00
154.0
3/1 -10/31
721981
p5
Bermuda Pasture
0.54
100.00
54.0
3/1 -10/31
72198
p6
Bermuda Pasture
1.67
100.00
167.0
3/1 -10/31
72198
p7
Bermuda Pasture
1.17
100.00
117.0
3/1 -10/31
'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) = 776.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 741.1 lb. PAN
X. Crop's remaining PAN balance (line v from section III) = 776.0 lb. PAN
y. Overall PAN balance (w - x) _ -35 lb. PAN
PoA (30 Day) 2/21 /00 9/25/2018

Ili
L.
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.
Operation/Structures inundated by floodwater.
PoA (30 Day) 2/21 /00 9/25/2018