820647_Plan of Action (POA)_20200622

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number. 82-647 County: Sampson
Facility Name: 3731
AWA
Certified Operator Name: Wayne Sanderson Operator Number: 17903
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 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: 3731
Spillway(Y or N): N
Level(inches): 19.5
2. Check all applicable items
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- `
X 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. Bolume and PAN content of waste
to be pumped and hauled is reflected in section 1.11 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 fro 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.
Murphy Brown, LLC
Phone: [phone]
Facili per an el/Tint)
� Date: 6/22/2020
Facility Owner/Manager(signature)

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND1OR 25 Y
HR.STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: 3731 line m= 342.7
2. Structure ID: line m=
•
3. Structure ID: line m=
4. Structure ID: line m=
5. Structure ID:. line m=
6. Structure ID: line m=
n. linesI +2+3+4+5+6= 342.7
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAY
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30
o.tract# p.field# q. crop r.acres s.remaining IRR-t.TOTAL PAN
2 PAN balance BALANCE FOR
(lb/acre) FIELD(Ibs.)
column r x s
2312 8 Corn 9.87 74.99 740.2
Sub 8 Corn 9.91 124.76 1236.4
1State 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)= 1976.5
IV.FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied(line n from section II)= 342.7
PoA(30 Day)2/21/00

x. Crop's remaining PAN balance(line v from section III)= 1976.5
y. Overall PAN balance(w-x)= -1634
Line y must show as a deficit. If line y does not show as a deficit, list course of action here iincl
haul,depopulation, herd reduction, etc. For pump&haul and herd reduction options, recalcule
on new information. If new fields are to be included as an option for lowering lagoon level,add
PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
facility; provide information regarding the herd population and lagoon freeboard levels at the re
NARRATIVE:
Irrigation onto existing spray fields will continue as weather and field conditions permit Additior
for pumping if needed.
•
•
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): 3731
2. Current liquid volume in 25 yr./24 hr. storm storage&structural freeboard
a. current liquid level according to marker 19.5
b. designed 25 yr./24 hr.storm &structural freeboard 19.0
c. line b-line a(inches in red zone)= -1
d. top of dike surface area according to design
(area at below structural freeboard elevation) 157136
e. line c/12 x line d x 7.48 gallons/ft3 -48974
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180
g. volume of waste produced according to structural design 211483
h. current herd# 2000 certified herd# 2000
actual waste produced = current herd# x line g = 211483
certified herd#
i. volume of wash water according to structural design 0
j. excess rainfall over evaporation according to design 94719
k. (lines h+i +j)x 7.48 x 30 days/line f= 381732
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 6/11/2020 1.03
m. ((lines e+k)/1000)x line I= . 342.7
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA(30 Day)2/21/00

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: 1 line I= 19316 gallons
2. structure ID: 2 line I = 34658 gallons
3. structure ID: 3 line I = 413294 gallons
4. structure ID: 4A ' line I = 92719 gallons
5. structure ID: line I = gallons
6. structure ID: line I = gallons •
n. lines 1 + 2 +3 +4+5+ 6= 559987 gallons
o. line n/27154= 20.62 acre-inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD"
'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 v.maximum w.maximum
IRR-2 PAN application rate application
balance (in/hr) amount(inches)
(lb/acre)
4625 P5 Norfolk millet 26.40 181 0.5 1
4621 P6 Wagram millet 23.30 190 0.6 1
4621 P7 Wagram millet 29.96 190 0.6 1
4621 SS Wagram coastal bermuda 5.66 260 0.6 1
x.total acres available during 5 day draw down (sum of column t)= 85.32 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
line o = 0.24 inches per acre to be applied within 5 days
PoA(t.Day)2/2 i/u0

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.
WARREN SWINE FARMS KING FARM 82-13
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.)
Wet. Concerned with pivot movement so aerway will be used on sandiest portions of the farm, first.
2. Date and amount of last rainfall event?
DATE: 06/20/20 AMOUNT: 0.20 inches
3. Dates of last waste application event per field:
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?
yes
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.
Irrigate with pivot and solid set as field conditions improve. Aerway will be used as well. Extra land available, if
needed , to be used with aerway.
PoA(5 Day)2/21/00