240100_30 day Plan of Action_20180612

PLAN OF ACTIO (Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:toble
2 y — (m 0 County: Columbus
Facility Name: �Butlle�
certified operator Name: Operator Number: 19252
1. Current liquid level( in inches as measured from the current liquid level in the lagoon to the
lowest point on the top f the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bo m of the spillway for lagoons with spillways.
1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID:
Spillway(Y or N):
Level(inches):
2. Check all applicablej items
Liquid level `!!s within the designed structural freeboard elevations of one or more structures.
Five and 3dday Plans of Action are attached. Hydraulic and agronomic balances are
within acc4table ranges.
X Liquid level lis 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 tot be pumped and hauled to off site locations. Volume and PAN content of waste
to be pumptd and hauled is reflected in section III tables. Included within this plan is a list
of the pro sed sites with related facility numbers, number of acres and receiving crop
information Contact and secure approval from the DWO prior to transfer of waste to a site
not covere� in the facility's CAWMP.
Operation will be partially or fully depopulated.
'Attach a cmpto belete sch*ifedule with corresponding animal units and dates fro depopulation
' animals removed to another permitted facility, provide facility number, lagoon
freeboard 1 vets and herd population for the receiving facility
3. Earliest possible dIte to begin land application of waste: 6/19/18 Weather permitting.
1 hereby certify that 11 have reviewed the information listed above and Included within the
attached Plan of Actn, and to the best of my knowledge and ability, the information is
accurate and correc
Phone: [phone]
��'�F////a��,�cil'�ity Ov�ner/Mona er (print) Billy C. Butler
Date: 6/12/2018
FlAilitv Owner/Manager (signature)

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.
Called in to Sam Edward on 6/12/18.

if. TOTAL POUNDS Cif
PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE
ELEVAT16NS IN ALill WASTE STRUCTURES FOR FACILITY
1. Structure ID:
�07-24) line m = 794.7 lb PAN
2. Structure ID:
line -m = lb PAN
3. Structure ID:
f line m = lb,PAN
4. Structure ID-
line m lb PAN
5. Structure ID,
i line m = lb PAN
6- Structure IN
line m = lb PAN
'Ines
DOW
Ill. TOTAL PAN BALA 10E REMAINING FOlk AVAILABLE CROPS DURING 30 DAY DRAW
q. crop
�2
PAN banhance
(Iblacre)
�coluinn
FIELD
r x s
u7pplicationwina3w
Bermuda Grazed
11111YXIII,
Ma
V. I Mal
IV. FACILITY'S PoA
w. Total F
x. Crop's
y. Overall
AIM avall4gifu lug
VERALL PAN BAU
N to be Ian' d applie
-maining PAN balai
'AN balance (w - x)
i
(line n from section 11) =
* (line v from section 111)

J
I. TOTAL PAN TO BE
�ND APPLIED PER WASTE STRUCTURE
1. Structure Na
t
elldentifiei• (ID): I Double B (17-24)
2. Current liquid
volume in 25 yr.124 hi. storm storage & structural freeboard
a
current liquid level according to marker 17.0 inches
b
designed 25 yr./24 h. storm & structural freeboard 19.0 inches
line b - line a (inches in red zone) = 2.0 inches
s
top of dike surface aflea according to design
c.
(area at below structural freeboard elevation) 157136n2
i
line ell x line d x 7.48 gallons/ft' 195896 gallons
3. Projected v
lume of waste liquid produced during draw down period
temporary`, storage period according to structural design i80 days
t
volume of waste produced according to structural design 193851.3 ft3
current herd # 1 58801 certified herd # 5880
actual waste produced = current herd # x line g = 193851 ft'
i certified herd #
volume of wash water according to structural design fts
excess rainfall over evaporation according to design 94791.7 ft3
(lines h + i + j) x 7.4, x 30 dayslline f= 359842 gallons
4. Total PAN W be land applied during draw down period
I. current Waste analysis dated 5/23/2018 1.43
. ((lines e + k)11000) x line 1= 795 lbs. PAN
REPEAT SECTION I �OR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
i
t ,

1. AVERAGE LIVE WEIGHT (ALW)
0
sows
(_farrow to
finish) x
1417
0
sows
(farrow to
feeder) x
522
3-880
head
(finishing
only) X
135
0
sows
(farrow to
wean) x
433
head
(wean to feeder) x
30
Describe
other
0
0
793800
0
0
Total Average Live Weight = 793800
I
volume of waste produced:
1793800 lbs ALW/135 x 1.37 gal/day
I a450008 gal or 193851 cu. ft
180 days excess rainfall = 7.0 —inches
Volume = 7.0 inches DA/12 inches per foot
,volume = 91662.7 cu ft
180 days