090040_inspection_20210308

PLAN OF AC lT110N (PGA) FOR Hll,GM FREEBOARD AT N A_ F UL DES
Facility Number: e '�
Facility Name: ` I Foo rn' LL C
County: . r3 VA Mn
Certified Operator Name: ) Ci11 1-1-Ebff,71 DS/ '1 i/1Operator #
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.
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon Name/identifier (ID):
Spillway (Yes or No):
Level (inches):
Ia
- a
2. Check ail applicable items C,eSo'v„, 3 13/2
V 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 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 approval from the Division of Water Quality prior to transfer of waste
t•; a site not covered in the facility's certified animal waste management playa.
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
f 3) 21
3. Earliest possible date to begin land application of waste:
I hereby certify that 0 have reviewed the information listed above and included within the attached Plan
of Action, and to the best of r ;'y knowledge and ability, the infor, ration is accurate and correct,
t;i-.1
Facility w(er/allanager (print)
ner/manager (signature)
oA Cover Page 2121/00
r'
Phone: D ' .0
Date:

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:
1
0
n. lines 1 + 2 + 3 + 4 + 5 + 6 =
o. line n / 27154 =
line I = 131172 gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
line I = gallons
131172 gallons
4.83 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)
3235
1
NoA
Overseed/bermuda hay
4.64
29.00
0.4
1
3235
2S
NoA
Overseed/bermuda hay
1.11
21.00
0.4
1
3235
2W
NoA
Overseed/bermuda hay
2.38
21.00
0.5
1
3235
3N
NoA
Overseed/bermuda hay
2.83
21.00
0.5
1
3235
3S
Gm
Overseed/bermuda hay
1.62
21.00
0.4
1
3235
4N
GbA
Overseed/bermuda hay
0.78
21.00
0.5
1
3235
4S
GbA
Overseed/bermuda hay
1.07
21.00
0.5
1
3235
5N
GbA
Overseed/bermuda hay
2.83
21.00
0.5
1
3235
5S
GbA
Overseed/bermuda hay
4.76
21.00
0.5
1
x. total acres available during 5 day draw down (sum of column t) =
22.02 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
Y. line o = 0.22 inches per acre to be applied within 5 days
line x
If urliklille(lcDtayr)crailigf 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 Toad 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.)
Fields are drying out and pumping as field conditions allow.
2. Date and amount of last rainfall event?
DATE:
3. Dates of last waste application event per field:
03/01/21
AMOUNT:
—.1-.2
inches
Pumped some since last POA
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?
Pumping as fields dry out. Hogs sold 2 weeks ago.
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.
As fields dry out, will try to pump.
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):
A & H Hog Farm
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 #
0
certified herd #
10.0
12.0
inches
inches
2.0 inches
102856
ft2
128227 gallons
180
121058
3672
days
ft3
actual waste produced = current herd # x line g = ft3
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 =
0
14175
ft3
ft3
2945 gallons
131172 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