090131_POA_20210224

Facility Name:
PLAN OF CTOM (RDA) FOR c=GGH FRMAAT I
FACill
Fac.oloty Number: j
u L f Y
(1 ; DC) � . sf cf � E }1f,V
s. t
THS
Certified Operator Name: LEA An > i�i `�, �'ii ,�. t r�,
c_!
1. Current liquid level(s) in inches as measured from the current liquid Level in the lowest point oil the top of the dam for lagoons without spillways; and from ther lagoon to the
in the lagoon to the bottom of the spillway for lagoons with spillways, curi enT liquid level
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon Name/Identifier (ID):
Spillway (Yes or No);
Level (inches):
2. Check all applicable items otnsfbr)
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 22; 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��: � the approval fr.m the Division of Water Quality prior to transfer of waste
to a site not covered in the facility's certified animai waste management � plane
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:
hereby certify that L have reviewed the information listed above and included within the attached Milan
of Action, and to the best of my knowiedQe and ability, the information is accurate and correct.
Facility Ovgierrfiifianager (print)
VA
Facility Owner/Manager (signature)
Phone: r 0 t �. C.'l,
PoA Cover Page 2/21/00

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:
White Plains
0
n. lines 1 +2+3+4+5+6=
o. line n / 27154 =
line I = 74913 gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
74913 gallons
2.76 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)
4742
1
ExA
overseed
5.35
30
0.35
1
4742
2
ExA
overseed
4.51
30
0.35
1
**guestimate on PAN***
x. total acres available during 5 day draw down (sum of column t) =
9.86 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
y. line o =
line x
0.28 inches per acre to be applied within 5 days
If unable to land apply hydraulic Toad 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.
is adding fields in a temporary amendament for additional pumping
PoA (5 Day) 2/21/00

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.)
fields are still wet hopefully will dry out later this week. Aerwayed on added field in a temporary amendment
near the farm. Are selecting the dryest loactions to pump for 15 minutes or so.. Plans to irrigate this week.
2. Date and amount of last rainfall event?
DATE:
3. Dates of last waste application event per field:
02/19/21
AMOUNT:
—4
inches
aerway Monday and Tuesday. ran solid set about 15 minutes two days.
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?
Hopefully depending on how quickly fields dry out. Aerwaying on temporary amendment field.
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. Plan using solid set this rest of this week as field conditions allow.
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):
White Plains
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 #
6060
certified herd #
10.0
12.0
inches
inches
2.0 inches
48000
ft2
59840 gallons
180
44543
6060
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
28000
ft3
ft3
15073 gallons
74913 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