820689_30 Day POA_20210105

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: AWS820689
Facility Name: Steed Farm Inc.
Certified Operator Name: Julius Frank Steed
County: Sampson
Operator Number: AWA26567
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.
Lagoon Name/ID:
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
I:
2. Check all applicable items
X 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 be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
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: as conditions permit
I hereby certify that I 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.
Steed Farm Inc./ Julius Frank Steed Phone: [phone]
Facility Owner/Manager (print)
ske, �m o, Le, I -J-, Rrc rt k 6-W b w Date: 1/5/2021
n (� Facility
�Owe�r/Manager (signature)
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It. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM
STORAGE ELEVATIONS IN ALL WASTE
STRUCTURES FOR FACILITY
1.
Structure ID: 1
line m = 560.0 lb PAN
2.
Structure ID:
line m =
lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n. lines 1 + 2 + 3 + 4 + 5 + 6 = 560.0lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BF APPLIFn niIRINr; THIS sn nAv PFRInn
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
7152
1
Overseed Hay
24.32
45.00
1094.4
Sept -April
7152
2
Overseed Hay
1.17
45.00
52.7
Sept -April
7152
3
Overseed Hay
1.11
45.00
50.0
Sept -April
z>tate current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 1197.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 560.0 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section III) = 1197.0 Ib. PAN
y. Overall PAN balance (w - x) _ -637 Ib. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
PoA (30 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 11
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr./24 hr. storm & structural freeboard
c. line b - line a (inches in red zone) _
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/ft'
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
11.0 inches
19.0 inches
8.0 inches
64056 ft2
319426 gallons
180 days
g. volume of waste produced according to structural design 85264 ft'
h. current herd # 2580 certified herd # 2580
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 In + i +j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 12/18/2020
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
85264 ft'
�ft3
39200 ft3
155165 gallons
1.18 Ibs/1000 gal.
560.0 Ibs. PAN
PoA (30 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (6) DAY DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 1 1
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/ft'
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 # 2580 certified herd # 2580
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 =
11.0 inches
12.0 inches
1.0 inches
64056 ft2
39928 gallons
180 days
85264 ft3
85264 ft'
Oft3
39200 ft3
25861 gallons
65789 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

It. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1.
structure ID: 1
2.
structure ID:
3.
structure ID:
4.
structure ID:
5.
structure ID:
6.
structure ID:
n.lines 1+2+3+4+5+6=
o. line n
/ 27154 =
line I = 65789 gallons
line I =
gallons
line I =
gallons
line I =
gallons
line I =
gallons
line I =
gallons
65789 gallons
2.42 acre -inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD' .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
(Ib/acre)
v. maximum
application rate
(in/hr)
w. maximum
application
amount (inches)
7152
1
Lynchburg
overseed hay
24.32
45
0.65
1
7152
2
Blanton
overseed hay
1.17
45
0.35
1
7152
3
Lynchburg
overseed hay
1.11
45
0.65
1
x. total acres available during 5 day draw down (sum of column t) =
26.60 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA y Da 2/ ll�ne�o — 0.09 inches per acre to be applied within 5 days
t5 y)

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 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 "trafficabili " across soils; will soils absorb application without runoff, etc.
Wet field conditions - will apply as weather permits.
1. uate ano amount of last raintall event'/
DATE: 01/02/21
4. Given optimum soil and weather conditions, is irrigation equ
wu��r-n
AMOUNT: 4.50 inches
capable of applying the volume
per irrigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to
rates ano
PoA (5 Day) 2/21/00