090183_POA_20190314

Facility Number:
PLAN OF ACTT ON (PoA) FOR HIGHFREEBOARD AT ANAL FAC
County: /.1 c1' i7
5")
Facility fame: ;,J i J'� r „%Zl'lC-
Certified Operator Name: .._I----:S /J'(' c \'/? /F= /
iJ
LIT S
Operator #
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.
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon Name/Identifier (ID): l
Spillway (Yes or No):
Level (inches):
2. Check all applicable items
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 III 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 certified 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
3. Earliest possible date to begin land application of waste: I ) C.
1 hereby certify that 1 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.
Saa S 'Oa ail
Facility Ownerhlanage-(print)
/
Facility Owner/ ilanager'(signature)
Phone: (i/) 0 87Uj?
'
Date:
PoA Cover Page 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/ft3
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 #
7920
certified herd #
8.0
19.0
inches
inches
11.0 inches
188760
ft2
1294264 gallons
180
261105.9
7920
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
m. ((lines e + k)/1000) x line I =
2/19/2019
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
days
ft3
261106 ft3
0
110110
ft3
ft3
462782 gallons
1.84
Ibs/1000 gal.
3233.0 lbs. PAN
PoA (30 Day) 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
2. Structure ID:
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
n. lines 1 +2+3+4+5+6=
9-183 line m = 3233.0 Ib PAN
line m = Ib PAN
line m = Ib PAN
line m = Ib PAN
line m = Ib PAN
line m = Ib PAN
3233.0 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-
2 PAN balance
(Ib/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
1068
9
bermuda
7.30
183.61
1340.4
Mar -Sept
1068
10
bermuda
7.30
181.86
1327.6
Mar -Sept
1068
11
bermuda
15.50
184.15
2854.3
Mar -Sept
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:
5522.3 Ib. PAN
3233.0 Ib. PAN
5522.3 Ib. PAN
-2289 Ib. PAN
Will begin pumping as soon as field conditions permit.
PoA (30 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): Singletary Finishing 9-183
2. Current liquid volume in structural freeboard
a. current liquid level according to marker
b. designed structural freeboard zone
(Normally 12 inches or greater)
c. line b - line a (inches within structural freeboard) =
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/ft3
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 #
7920
certified herd #
8.0
12.0
inches
inches
4.0 inches
188760
ft2
470642 gallons
180
261105.9
7920
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 5 days/line f =
4. Total volume of waste to be land applied during 5 day draw down
I. total volume to be land applied line e + line k =
days
ft3
261106 ft3
0
110110
ft3
ft3
77130 gallons
547772 gallons
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below)
PoA (5 Day) 2/21/00

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: Singletary Finishing 9-183 line I = 547772 gallons
2. structure ID: line I = gallons
3. structure ID: line I = gallons
4. structure ID: line I = gallons
5. structure ID: line I = gallons
6. structure ID: line I = gallons
n. lines 1 +2+3+4+5+6=
o. line n / 27154 =
547772 gallons
20.17 acre -inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD"
'While this section deals with hydraulic loading capacities, applications cannot exceed
agronomic rate for receiving crop according to its certified waste plan.
2Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are
not considered available to receive waste.
p. tract #
q. field #
r. soil type
s. crop
t. acres
u. remaining
IRR-2 PAN
balance
(lb/acre)
v. maximum
application rate
(in/hr)
w. maximum
application
amount (inches)
1068
1
rains
fescue
13.60
100
0.4
1
1068
2
rains
fescue
16.20
100
0.4
1
1068
3
rains
fescue
7.30
100
0.4
1
1068
9
rains
bermuda
7.30
183.61
0.4
1
1068
10
rains
bermuda
7.30
181.86
0.4
1
1068
11
rains
bermuda
15.50
184.15
0.4
1
x. total acres available during 5 day draw down (sum of column t) =
67.20 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
Y.
line o
line x
If unable to land apply hydraulic Toad listed in line y, list course of action here including pump
and haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options,
recalculate new hydraulic Toad based on new information.
0.30 inches per acre to be applied within 5 days
PoA (5 Day) 2/21/00

Plan to land apply hydraulic load:
1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
equipment mar down in field; "trafficability" across soils; will soils absorb application without runoff, etc.)
high moisture, some standing water - only applying in hig, dry places - unsasturated soils. saturation is high.
Irrigation will take place as soon as weather and land conditions permit.
2. Date and amount of last rainfall event?
DATE:
3. Dates of last waste application event per field:
03/10/19
AMOUNT:
0.80
inches
about 2 weeks ago
4. Given optimum soil and weather conditions, is irrigation equipment capable of applying the volume in
line "n" at appropriate seasonal (i.e. winter) application rates within 5 days?
Soil was saturated. Start pumping as soon as conditions allow.
5. Irrigation schedule for next 5 days - include daily schedule; proposed application rates and amounts
per irrigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to
meet proposed changes in application rates and amounts; and any other information for consideration.
Irrigate as weather and land conditions permit.
PoA (5 Day) 2/21/00