250017 5-Day POA_20240812

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: Cow Pen 25-17
line I =
656778 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 I =
gallons
n.lines 1+2+3+4+5+6=
o. line n / 27154 =
656778 gallons
24.19 acre -inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD1,2
1While 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)
1294
1
Seabrook
Bermuda Hay
2.66
0.75
1
1294
1a
Arapahoe
Bermuda Hay
1.05
0.45
1
1294
3
Seabrook
Bermuda Hay
8.45
0.75
1
6037
1
Seabrook
Bermuda Hay
3.6
0.75
1
6037
1a
Arapahoe
Bermuda Hay
1.8
0.45
1
6037
2
Arapahoe
Bermuda Hay
2.1
0.45
1
6037
3
Augusta-CP
Bermuda Hay
7.51
1 0.351
1
PoA (5 Day) 2/21/00

3500
x. total acres available during 5 day draw down (sum of column t) = 27.16 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
Y. line o = 0.89 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 nvarauiic ioaa nasea on new information.
Land application will begin as soon as field conditions allow. A honeywagon is on
site to assist with land application on an adjacent field, which has not been added to
the waste plan yet.
1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
uipment mar gown in tield; "tratticabilitV" across soils; will soils absorb application witnout runott, etc.
Fields are very wet after the steady rain of Tropical Storm Debby
DATE: 8/9-8/10 AMOUNT: 2.70 inches
3. Dates of last waste application event per field:
PoA (5 Day) 2/21 /00

August 6, 2024
line "n" at appropriate seasonal i.e. winter application rates within 5 days?
If it stops raining, there should be no problem to reduce the lagoon level to below 12"
in 5 days.
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 intormation for consideration.
As soon as fields are dry enough to apply with irrigation system, that will commence.
An additional field has been identified next to the farm that can received effluent with
a honeywagon. That will begin as soon as the field is dry enough. The honeywagon
is on site and ready.
Eve H. Honeycutt
Shady Grove Ag Services, LLC
Certified Technical Specialist
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): I Cow Pen 25-17
2. Current liquid volume in structural freeboard
a. current liquid level according to marker
11.0 inches
b. designed structural freeboard zone
19.0 inches
(Normally 12 inches or greater)
c. line b - line a (inches within structural freeboard) = 8.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 119400 ft2
e. line c/12 x line d x 7.48 gallons/ft3 595408 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 378000 ft3
h. current herd # 4500 certified herd # 9900
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
171818 ft3
ft3
123545 Jft3
61370 gallons
PoA (5 Day) 2/21/00

I. total volume to be land applied line e + line k = 656778 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