090188_POA_20210224 (2)

PLAN OF N (P0A) FOR Hi 1
[MA? FAC UT E5
' Lagoon Namelldentifier (ID):
Spillway (Yes or No):
Level (inches):
2. Check all applicable items
1 aciliy Nu ber: q - 1 0 6() 1� Al �,'
County: ; It f41;(,l
`=acuity Name, 1 .� 1.1� � i 1 OPP 1 ..) L) '(c..0 '.).i
Certified Operator NameL)0..V.), ( .` 1 , j .
1 ( _ r; f ��. ? 1 J,! r.: l� 1 . �(; OperatorYip I ! ' ,.J L �
i ,
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 liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways. q
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
1
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 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
- 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 vvaste:
l hereby cer tify that 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.
fig (it
•
•
Facility DD./liner/Manager (print)
OwnerlAilanager (signature)
Phone: 0 5 —
Dates
PGA Cover Page 2(21100

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:
Bennett Place
0
n. lines 1 +2+3+4+5+6=
o. line n / 27154 =
line I = 40912 gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
40912 gallons
1.51 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)
1747
1
GbA
overseed
2.48
25
0.5
1
1747
2
GbA
overseed
3.20
25
0.5
1
1747
3
GbA
overseed
3.16
25
0.5
1
1747
4
GbA
overseed
2.53
25
0.5
1
1747
5
ExA
overseed
1.02
25
0.35
1
1747
6
ExA
overseed
3.78
25
0.35
1
x. total acres available during 5 day draw down (sum of column t) =
16.17 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
Y. line o = 0.09 inches per acre to be applied within 5 days
line x
If utlikak(idDliVicE4116W 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.)
some areas are still wet and some areas can be pumped on. Selecting the dryest loactions to pump. no rain in
forecast until Friday.
2. Date and amount of last rainfall event?
DATE:
3. Dates of last waste application event per field:
02/19/21
AMOUNT:
—3
inches
Wednesday
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?
Fields are drying out and pumping on dryes areas - ran system on Wednesday and plan to pump Thursday.
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.
No changes to equipment. Pumping at low rates and short times as fields dry out.
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):
Bennett Place
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 #
6080
certified herd #
11.0
12.0
inches
inches
1.0 inches
42076
ft2
26227 gallons
180
44543
6080
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
44543 ft3
0
26133
ft3
ft3
14685 gallons
40912 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