090169_POA High Freeboard_20240808

AN OF ACTION (P®A) FOP, HIGH FREEBOARD AT ANIMA, FACILITIES
-- Nity-Number. --- -- m - LO n� -- --
hacilityPlame: &1'FGL'ch'1S
Certified Operator Name: Ckc'-Y�er' Operator# «0280
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):
Spillway (Yes or No):
Level (inches): I 0
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 hereby certify that I 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.
w' &,'r f e s pr,e
Facility Owner/Manager (print)
Phone: !l16- d76•-Z202-
Cha,-� bJ, . d&� �- Date: g
Facility Owner/Manager (signature)
PoA Cover Page 2121100

_- —fl TOTAt1/OLUME OFWASTESTORED WITHINSTRUCTURALFREEBOARD-E-LEVATIONS-- —
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: Gillespie
line I =
125988 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 [=-
-gallons
n. lines1+2+3+4+5+6=
o. line n / 27154 =
125988 gallons
4.64 acre -inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD''2
'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
(Ib/acre)
v. maximum
application
rate (inmr)
w.
maximu
m
applicati
1754
12
Dr
bermuda
1.6
100
0.4
1
1754
14
GrB
bermuda
2.1
100
0.5
1
1754
15
Dr
bermuda
9.2
100
0.4
1
1754
6
GrB
bermuda
4
1001
0.5
1
1754
8
Dr
bermuda
1.6
100
0.4
1
1754
15
Dr
bermuda
9.2
100
0.4
1
x. total acres available during 5 day draw down (sum of column Q =
27.70 acres
PoA (5 Day) 2/21/00

— IV:fACILiTY'S PoA OVERALL HYDRAULIC -LOAD -TO -BE -LAND APPLIED -PER -ACRE -- ----
y. line o = 0.17 inches per acre to be applied within 5 days
line x
If unable to land apply hydraulic load listed in line y, list course of action here including pump
and haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options,
Plan to
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.)
Irrigation will take place as soon as weatherand land conditions permit.
2. Date and amount of last rainfall event?
DATE: F 08/08/24
week
AMOUNT: -7 lus inches
4. Given optimum soil and weather conditions, is irrigation equipment capable of applying the volume in
Pumping assoil/fieldsdryout.
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
Imgateasweather and land conditions permit. Will pump short times, ondryerfields.
PoA (5 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
1. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): I Gillespie
2. Current liquid volume in structural freeboard
a. current liquid level according to marker 10.0 inches
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 # 2666 certified herd # 3200
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 =
12.0 inches
2.0 inches
78408 ft2
97749 gallons
180 days
105497 ft3
87892 ft3
Oft3
48020 ft3
28240 gallons
125988 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

11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HP, STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: GillesRie line m 1142.6 lb PAN
2. Structure ID:
line m =
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= 1142.6 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
(Iblacre)
t. TOTAL PAN
BALANCEFOR
FIELD (Ibs.)
column r x s
u. application window'
1754
12
bermuda rass
1.60
100.00
160.0
March -Sept
1754
14
bermuda rass
1.60
100.00
160.0
March -Sept
1754
15
bermuda rass
9.20
100.00
920.0
March -Sept
1754
6
bermuda rass
4.00
100.00
400.0
MarchSe t
1754
8
bermuda rass
1.60
100.00
160.0
March -Sept
**guestimate on PAN left
'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) = 1800.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w.
Total PAN to be land applied (line n from section 11) =
1142.6
lb. PAN
x.
Crop's remaining PAN balance (line v from section 111) =
1800.0
lb. PAN
y.
Overall PAN balance (w - x) =
-657
lb. PAN
NARRATIVE
Will begin pumping assoon asfield 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):
Gilles ie
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 U12 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
10.0 inches
19.0 inches
9.0 inches
78408 W
439869 gallons
180 days
105497 ft3
h. current herd # 3200 certified herd # 3200
actual waste produced = current herd # x line g = 105497 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 F 6126/24
m. ((lines e + ky1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
�ft3
48020 ft3
191385 gallons
1.81 Ibs/1000 gal.
1142.6 lbs. PAN
PoA (30 Day) 2/21 /00