090169_30 Day POA_20210115

70?-003 191
' PLAID OF ACTION (PoA) FSR HIGH FREBOARD AT ANIMAL FACILITIES
Facility Number: q - I q County; @laden
Facility Name° 64 lies e ':aYms
Certified Operator Name; C16C4US G-r )tr'Silk.
''Operator # I692$0
• 1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point an the top of the darn for Iagoons 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 0
' liagoon Name/Identifier (iD): 1
Spillway (Yes or No):
Level (inches):
l/1112 - sa�z�.y
2. Check/all applicable items £y-knSioY) /zi?� l A)7 J.76;2U I *Wail
V Liquid level is within the designed structural freeboard elevations of one or more strut ctures. Five
and 30 day Plans of Action are attached. Hydraulic and agronomic baiahces are within
acceptable ranges.
Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A30 day
Plan of Action is attached. Agronomic balance is within acceptable range.
Waste isto 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 certified animal waste management plan,
Operation will be partially or fully depopulated.
- attach a complete schedule with corresponding animal units and dates for depopulation'
- tf 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: �. /.�—aD1
i hereby certify,that I have reviewed the information listed above and mamma within the attached Plan
of Action, and to the best of my knowledge and ability, the Information is accurate and correct. .
Ci'lar l es Vtl' CI(jrasjore-
Facility Owner/Manager (print)
Facility Owner/Man er (signature) .
Phone: • O— 976..24c 2
Date: l r/5_ 2 l .... -.
PoA Cover Page 212110D

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID:
2. structure ID:
3. structure ID:
4. structure ID:
5. structure ID:
6. structure ID:
Gillespie
n.lines1+2+3+4+5+6=
o. line n / 27154 =
line I = 129646 gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
129646 gallons
4.77 acre -inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD1'2
'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
(lb/acre)
v. maximum
application
rate (in/hr)
w. maximum
application
amount
(inches)
1754
12
Dr
overseed
1.6
50
0.4
1
1754
14
GrB
overseed
2.1
50
0.5
1
1754
15
Dr
overseed
9.2
50
0.4
1
1754
6
GrB
overseed
4
50
0.5
1
1754
8
Dr
overseed
1.6
50
0.4
1
x. total acres available during 5 day draw down (sum of column t) _
18.50 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
line o =
PoA (5Yjay) 2/21700--
0.26 inches per acre to be applied within 5 days

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 load based on new information.
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, only applying in high, dry places. 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:
01/11/20
AMOUNT:
0.70
inches
pump one time for 1.5 hours - field 1.
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. Can pump later this week on soil as they dry out and hopefully no rain.
5. Irrigation schedule for next 5 days - include daily schedule; proposed application rates and amounts
per irrigation event; changes made in gun sizes, nozzles, "0" 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. Will pump short times, on dryer fields later this weekend.
PoA (5 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):
Gillespie
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/ft'
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 # 3200 certified herd #
10.0
12.0
inches
inches
2.0 inches
78408
ft2
97749 gallons
180
105497
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 =
days
ft3
105497 ft3
0
48020
ft3
ft3
31897 gallons
129646 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 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: Gillespie line m = 844.4 Ib PAN
2. Structure ID: line m =
3. Structure ID: line m =
4. Structure ID: line m =
5. Structure ID: line m =
6. Structure ID: line m =
n. lines 1 +2+3+4+5+6=
Ib PAN
Ib PAN
Ib PAN
Ib PAN
Ib PAN
844.4 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 !RR-
2 PAN balance
(Ib/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
1754
12
overseed
1.60
50.00
80.0
Oct - March
1754
14
overseed
1.60
50.00
80.0
Oct - March
1754
15
overseed
9.20
50.00
460.0
Oct - March
1754
6
overseed
4.00
50.00
200.0
Oct - March
1754
8
overseed
1.60
50.00
80.0
Oct - March
** 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) =
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:
900.0 Ib. PAN
844.4 Ib. PAN
900.0 Ib. PAN
-56 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
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID):
Gillespie
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/ft'
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 #
3200
certified herd #
11.0
19.0
inches
inches
8.0 inches
78408
ftz
390995 gallons
180
105497
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 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 =
10/19/2020
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
days
ft3
105497 ft'
0
48020
ft3
ft3
191385 gallons
1.45
Ibs/1000 gal.
844.4 Ibs. PAN
PoA (30 Day) 2/21/00