090169_POA for high freeboard_20240812

�31
��OI OF ACTION(POA) FOR HIGH FREEBOARD Ai ANIMAL FACILITIES
t-acility Name: 9-i Iles? it FCucm S
Certified Operator Name: CkCLY�eS G i llcs p
Operator # r (.fa $6
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.
Structural Structure 2 Structure 3 Structure 4 Structure 5 Structure S
Lagoon Name/Identifier (ID):
Spillway (Yes or No):
Level (inches):_
2. Check all applicable items FtCal�slprl�
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.
JLiquid 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: 81
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
-t-('25 W &LTcfesp;e
Facility OwnerfiVlanager (print)
Phone: q16- 976.Ig02
e_ �ai'e'o, W,jdL 144 Date:
Facility Owner/liilanager (signature)
PoA Cover Page 2121100

II—TOTAL—VOLUME-0E-WASTE STORED WITHIN -STRUCTURAL —FREEBOARD ELEVATIONS — FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: Gillespie
2. structure ID:
3. structure ID:
4. structure ID:
5. structure ID:
n.lines 1+2+3+4+5+6=
o, line n 127154 =
line I = 223737 gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
223737 gallons
8.24 acre4nches
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(in/hr)
w.
maximu
m
applicati
on
amount
(inches)
1754
1 12
Dr
lbermuda
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
100
0.5
1
1754
8
Dr
bermuda
1.6
100
0.4
1
1754
15
Dr
bermuda
9.2
100
0.4
1
PoA (5 Day) 2/21100

x—totahcres-available during-5-day-draw-down-(sum of column t) = 27-.-70-acres
IV. FACILITY'S POA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
Y. line o = 0.30 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,
to
1. Describe moisture conditions of fields? (e.g. Is there water standing in Feld; does irrigation
Irrigation will take place as soon as weatherand land conditions permit.
c. UUM Lino amount or iast raimaii evenrr
DATE: 08/11 /24
AMOUNT: inches
etc.)
4. uiven opumum sou ano weatner commons, is irrigation equipment capable of applvinq the volume in
as soil/fields 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, "o" rings, operating time, travel speed, etc. to
Irrigate asweather and land conditionspermit. Will pump short times, ondryerfields. Hopetohave
backto 12 bythe end of the weekend. Selling some of hogs on Thursday.
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/ldent'rfier(ID): I Gillespie
2. Current liquid volume in structural freeboard
a. current liquid level according to marker 8.0 inches
b. designed structural freeboard zone 12.0 inches
Normally 12 inches or reater
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 drawdown
I. total volume to be land applied line e + line k =
4.0 inches
78408 ftz
195497 gallons
180 days
105497 ft3
87892 ft3
ft3
48020 ft3
28240 gallons
223737 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) 2121100