090169_30 Day POA_20210111

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' PLAID --F ACTBN (PGA) Fisa HIGH FREEBOM D A4 NIWIAL (FACILITIES
°t - q
Facility Number:
Facility Name:
County; B!lm
G 11 Ilesspre. xwts
Certified Operator Name: Us G4I t s pit, -Operator # Kg2g0
• 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 clam 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 0
' Jagoon Name/Identifier (ID): i
Spillway (Yes or No):
Level (inches):
2. Checkall applicable items £y-kn ion f ?v1Y1 •/ /I7 ( C IJ r. Wax/
liquid level is within the designed structural freeboard elevations of one ar 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 isto be pumped and hauled to off site locations. Volume and PAN content of waste to
pumped and hauled is reflected In section Ill tables. Included -within this plan la a fist 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'
- ff 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: ill/ Op'? /
1 hereby certify that i have reviewed the information listed above and inmost: within the attached Plan
of Action, and to the best of my knowledge and ability, the information is accurate and correct
Cletarles IAA Gillespie -
Facility Owner/Manager (print)
Facility Owner/Mane er (signature) .
Phone:.91c- 976 _24'a2
Date:
//// /a o 2/
PoA Cover Page 2/21/0D

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 = 80772 gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
80772 gallons
2.97 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
(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 (5Day) 2/21700-
0.16 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,
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, some standing water - only applying in high, 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:
01/08/20
AMOUNT:
1.00
inches
applied for about 1 hour in Field 3 on 2 hydrants first of January.
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.
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 week -
Wed/Thur.
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):
2. Current liquid volume in structural freeboard
a. current liquid level according to marker
Gillespie
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 #
3200
certified herd #
11.0
12.0
inches
inches
1.0 inches
78408
fly
48874 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
1. total volume to be land applied line e + line k =
days
ft3
105497 ft3
ft3
ft3
31897 gallons
0
48020
80772 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