090183_Inspection_20210308

PLAN OF ACTIION (PoA) FOR HIIOM FREEBOARD AT ANTI VA1 `FACII' 1 T
Facility Number: i IF3 County: 6 la d er)
Facility Name: Tit i eja i�r u "Li1 1/51
Certified Operator Name: ..51LC. tYi. I E Operator l 36 7
I. 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.
Structure I Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon Name/Identifier (ID):
Spillway (Yes or No):
Level (inches):
la
2. Check all applicable items E.:510/7 7ym co' /� .zi
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.
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. Volume and PAN content of waste to
pumped and hauled is reflected in section 111 tables. Included* within this plan is a list of the
proposed sites with related facility number(s), number acres and receiving crop information.
Contact and secure approval from the Division of Water Quality prior to transfer of waste
to a site not covered in the facility's cef i.ified animal waste management plan.
Operation will be partially or fully depopulated.
- attach a complete schedule with corresponding animal units and dates for depopulation
- if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
•
3lgi�►
3. Earliest possible date to begin land application of waste:
i hereby certify,that l have reviewed the information listed above anal included within the attached Plan
of Action, and to the best of my knowledge and ability, the information is accurate and correct.
Lsaac e--)-ouNj
Facility Ownerll\ilanager (print)
Facility Ownerll\ll j sager (sig ature)
phone: I
Date
3/ Izi
PoA Cover Page 2/21/00

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: Singletary Finishing 9-183 line m = 2085.1 Ib PAN
2. Structure ID: line rn = Ib PAN
3. Structure ID: line rn = Ib PAN
4. Structure ID: line rn = Ib PAN
5. Structure ID: line rn = Ib PAN
6. Structure ID: Tine rn = Ib PAN
n. lines 1 +2+3+4+5+6=
2085.1 Ib 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-t.
2 PAN balance
(Ib/acre)
TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
1068
1
os - ryegrass
13.60
35.00
476.0
Aug -July
1068
2
os - ryegrass
16.20
35.00
567.0
Aug -July
1068
3
os - ryegrass
7.30
35.00
255.5
Aug -July
1068
9
os
7.30
35.00
255.5
Sept - March
1068
10
os
7.30
35.00
255.5
Sept - March
1068
11
os
15.50
35.00
542.5
Sept - March
1068
5
os
7.90
35.00
276.5
Sept - March
1068
6
os
13.10
35.00
458.5
Sept - March
*** PAN are estimates***
'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) =
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) =
x. Crop's remaining PAN balance (line v from section III) =
y. Overall PAN balance (w - x) =
NARRATIVE:
3087.0 Ib. PAN
2085.1 Ib. PAN
3087.0 Ib. PAN
-1002 Ib. PAN
pumping as field conditions permit.
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):
Singletary Finishing 9-183
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/if'
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
g. volume of waste produced according to structural design
h. current herd #
0
certified herd #
12.0
19.0
inches
inches
7.0 inches
188760
ft2
823623 gallons
180
261105.9
7920
days
ft3
actual waste produced = current herd # x line g = 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
m. ((lines e + k)/1000) x line I =
1/27/2021
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
0
110110
ft3
ft3
137270 gallons
2.17
Ibs/1000 gal.
2085.1 lbs. PAN
PoA (30 Day) 2/21/00