090169_POA_20210215

PLAN OF
=ON (0o
F
Facility Number: _ q Govan ;
Facility Name: G-4 \\es re, Cams
R HIGH FREEBOARD AT ANIMAL FACILITES
3tatjen
r
certified Operator Name: fGs 1 t Operator JCd2g0
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 Iiquid 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 B
' ',Lagoon Nameflderitifler (ID):
Spillway (Yes or No ___
e c
Level (inches): _
2. Check ailapplicable iterns' ..c n Si a Y1
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 Ill tables. included within this plan is a list of the
proposed sites with related facility numbers), number acres and receiving crop information.
Contact and secure approval from the Division of
ter Quality prior to transfer of waste
to a site not covered in the facility's cert`!fied animalwaste management plan.
Operation wilt 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 a Limy
of , � I � (4, 2- 1
3. Earliest possible date to begin land application
i hereby ceetify_that I have reviewed the information listed above and inctunen within the attached Plan
of Action, and to the best of my knowledge and ability, the information is accurate and correct
h GI
Facility OwnerIllllanager (print)
Facility OwnerIMana. er (signature) .
Phone:.910-- 271D
Date:
PoA Cover Page 21Z1lttb

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. lines 1 +2+3+4+5+6=
o. line n / 27154 =
line I = 174862 gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
174862 gallons
6.44 acre-inche:
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)
1754
12
Dr
overseed
1.6
35
0.4
1
1754
14
GrB
overseed
2.1
35
0.5
1
1754
15
Dr
overseed
9.2
35
0.4
1
1754
6
GrB
overseed
4
35
0.5
1
1754
8
Dr
overseed
1.6
35
0.4
1
1754
15
Dr
bermuda
9.2
210
0.4
1
x. total acres 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
line o =
PoA (5Y ay) 2/21/00
0.23 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 Toad:
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 in fields. 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:
02/15/21
AMOUNT:
2.90
inches
pumped on a few hydrants on 2/10.
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 is saturated. Will try to pump later this week on soil as they dry out and hopefully no rain. Some hogs
were sold last week.
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. Will pump short times, on dryer fields later this week.
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/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 #
9.0
12.0
inches
inches
3.0 inches
78408
ft2
146623 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
87892 fe
0
48020
ft3
ft3
28240 gallons
174862 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
2. Structure ID:
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
n. lines 1 +2+3+4+5+6=
line m = 1053.1 Ib PAN
line m = Ib PAN
line m = Ib PAN
line m = Ib PAN
line m = Ib PAN
line m = Ib PAN
1053.1 Ib PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
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'
1754
12
overseed
1.60
35.00
56.0
Oct - March
1754
14
overseed
1.60
35.00
56.0
Oct - March
1754
15
overseed
9.20
35.00
322.0
Oct - March
1754
6
overseed
4.00
35.00
140.0
Oct - March
1754
8
overseed
1.60
35.00
56.0
Oct - March
1754
15
bermuda
9.20
210.00
1932.0
Mar -Sept
** guestimate on OS 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:
2562.0 Ib. PAN
1053.1 Ib. PAN
2562.0 Ib. PAN
-1509 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/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 #
9.0
19.0
inches
inches
10.0 inches
78408
ft2
488743 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 =
2/3/2021
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
days
ft3
87892 fti
0
48020
ft3
ft3
169437 gallons
1.60
Ibs/1000 gal.
1053.1 Ibs. PAN
PoA (30 Day) 2/21/00