090188_POA_20210219

Lagoon Nemelldentifier (iD):
• Spillway (Yes or No):
Level (inches):
PLAN OF ACTION (PoN
R HIGH FREEBOARD AT
ANIMAL FACIU
TIESpacility Number:
Facility Name: P nne-1 i ? 1 f S
v
Ce ifEed Operator Nam: T'cW(J Ck? ?, 141 .
1. Current liquid le �Oporatorg � �c� lf1 = �-
vel(s) in inches as mea .ured from the current liquid i
lowest point on the top of thegwithout spillways; dam for la pans � � level in the lagoon to the
in the lagoon to the bottom of the spjllwa for I ays; and from the current li uid lev
Y lagoons with 5piIfways. � ei
Structure 'I Structure 2 Structure 3 Structure 4 Struc
i tuts 5 Structure 6
2g County: rr) rs) en
r
2. Check a1U applicable items
Liquid level is within the designed structural freeboard elevations of one
and 30 day Plans of Action are attached. Hydraulic and agronomic balanc r more structures. Five
acceptable ranges. n es are within
\.t" Liquid level is within the 25 year 24 hour storm elevations for one or more Plan of -Action is attached. Agronomic balance is within acceptable range. structures. A 30 day .
Waste is to be pumped and hauled :o off site locations. Volume
and PAN content of waste to
pumped and hauled is reflected in section HI tables. Included- within .this plan is a list of
th
proposed sites with related facility number(s)number acres and receiving crop informatio e
Contact and secure approval fromLhe Division of Water Quality n'
to a site not covered in the facility's. ce tified animal waste management pllanan.. e 03 waste
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 anothei permitted facility, provide facility number, lag oon
freeboard levels and herd population i� or the receiving facility g
3. Earliest possible date to begin Iand ap.pIicaion of waste:
I hereby certifythat have reviewed.the infor'rnaion Iisted above and included within the attach d P1 ,
of Action, ato the best of my knowledge and ability, the information is accurate and corn ct. an
nd
o ,en
Facility Owner/Manager (print)
Factitit�r Owner Tanager (signature-)
Phone:9/Z YJ cl— 41/;90
Date:
PoA Cover Page 212V00

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 = 119594 gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
119594 gallons
4.40 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 = 0.27 inches per acre to be applied within 5 days
line x
If utfiglit4i(Plikr0410chydraulic 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.)
some areas are still wet and some areas can be pumped on. Will select the dryest Ioactions to pump. no rain
in forecast until the weekend and 50-60% chance then.
2. Date and amount of last rainfall event?
DATE:
3. Dates of last waste application event per field:
02/19/21
AMOUNT:
-3
inches
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?
Fiedls are wet - we have had over 7 inches of rain in the past week. As fields dry out will start to pump on dry
areas.
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. Hope to start applying next week at low rates 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 #
8.0
12.0
inches
inches
4.0 inches
42076
ft2
104909 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
I. total volume to be land applied line e + line k =
days
ft3
44543 ft3
0
26133
ft3
ft3
14685 gallons
119594 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