710091_Plan of Action_20180807

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PLAN OF-ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 71-91
County:
Pender
Facility Name: Trumpeter Creek
Certified Operator Name: Brandon Elston Operator Number:
AWA993659
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: Lag 1
Spillway(Y or N): N
Level(inches): 11
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.
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 III tables. Included within this plan is'a list
of the proposed sites with related facility numbers, number of acres and Deceiving 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.
Brandon Elston
Phone: [phone]
Facility Owner/Manager (print)
\ Date
Facility Owner/Ma ger (signature)
8/7/2018

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: Trumpeter Creek
line m =
1605.8 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= 1605.8lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD_ DO NOT LIST FIELDS TO WHICH PAN CANNOT RIF APPI IFn niIRwr; TNIC sn nay 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
P1
I Bermuda G
22.32
128.00
2857.0
Sept -April
State 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) = 2857.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1605.8 lb. PAN
PoA (30 Day) 2/21/00

.i
x. Crop's remaining PAN balance (line v from section III) = 2857.0 lb. PAN
y. Overall PAN balance (w - x) _ -1251 lb. 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
receiving facility.
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed. Can begin applying on Corn Feb 15. This farm is in the process of selling ,
pigs. Producer is in the process of finding a place to haul water if needed.
PoA (30 Day) 2/21/00

►y
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): Trumpeter Creek
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a current liquid level according to marker 12.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 7.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 242011 ftz
e. line c/12 x line d x 7.48 gallons/ft3 1055975 gallons
3 Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 282469 ft'
h. current herd # 4000 certified herd #1 8568
actual waste produced = current herd # x line g = 131872 ft'
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 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 7/13/2018
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)
PoA (30 Day) 2/21/00
ft3
141173 ft3
340396 gallons
1.15 1 Ibs/1000 gal
1605.8 Ibs. PAN

:j
II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1.
structure ID: Trumpeter Creek
line I =
207586 gallons
2.
structure ID:
line I =
gallons
3.
structure ID:
line I =
gallons
4.
structure ID:
line I =
gallons
5.
structure,ID:
line I =
gallons
6.
structure ID:
line I =
gallons
n. lines 1 +2+3+4+5+6=
o. line n 127154 =
207586 gallons
7.64 acre -inches
Ill. 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
(lb/acre)
v. maximum
application rate
(inthr)
w. maximum
application
amount (inches)
P31nA
Fescue
17.31
155
0.5
1
x. total acres available during 5 day draw down (sum of column t) = 17.31 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
y line o — 0.44 inches per acre to be applied within 5 days
PoA (o- Day) 2/2TIOT

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 aoniv hvdraulic load -
scribe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
r aown in neia; "trarticablllty" across soils; will soils absorb application without runoff, etc.
2. Date and amount of last rainfall event?
DATE: Q AMOUNT: Dinches
3. Dates of last waste apolication 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?
5. Irrigation schedule for next 5 days - include daily schedule; proposed application rates and amounts
gation 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.
• I
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): Trumpeter Creek
2 Current liquid volume in structural freeboard
a. current liquid level according to marker 11.0 inches
b. designed structural freeboard zone 12.0 inches
(Normally 12 inches or greater)
c. line b - line a (inches within structural freeboard) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 242011 ftz
e. line c/12 x fine d x 7.48 gallons/ft3 - 150854 gallons
3. Projected volume -of waste liquid produced during draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 282469 ft3
h. current herd # 4000 certified herd # 8568
actual waste produced = current herd # x line g = 131872 ft'
certified herd #
i. volume of wash water according to structural design Oft3
j. excess rainfall over evaporation according to design 14117 "d ft3
k. (lines h + i + j),x 7.48 x 5 days/line f = 56733 gallons
4. Total volume of waste to be land applied during 5 day draw down
L ,total volume to be land applied line e + line k = 207586 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