710084_5 day and 30 day POA_20181218

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PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 71-84 County: Pender
Facility Name: K&P
Certified Operator Name: Kenneth Brown Operator Number: 17176
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 Lagoon Lagoon 3 Lagoon Lagoons
1 2 3
N N N
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 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
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.
Kenneth Brown
Phone: [phone]
Facility Owner/Manager (print)
L� \1 >C-pci Date
Facility Owner/Manager (signature)
10, K\,, ,
12/18/2018

II. 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: Lagoon 1
line m =
263.8 Ib PAN
2.
Structure ID: Lagoon 2
line m =
132.6 lb PAN
3.
Structure ID- Lagoon 3
line m =
874.3 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= 1270.7lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT RF APPI IFn nIIRIN(; THIR 3n nAY PFRIOn
o. tract #
p. field #
q. crop
r. acres
s remaining IRR
2 PAN balance
(Iblacre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
3
Wheat
14.00
55.00
770.0
Sept -April
4
Small Grain
5.70
100.00
570.0
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) = 1340.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1270.7 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section III) = 1340.0 lb. PAN
y. Overall PAN balance (w - x) _ ' -69 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.
PoA (30 Day) 2/21/00

V
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): I Lagoon 1
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 20.4 inches
c. line b - line a (inches in red zone) = 8.4 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 47250 ftz
e. line c/12 x line d x 7.48 gallons/ft' 247401 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 887.7 ft3 46
h. current herd # 1600 certified herd #1 6400
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 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 9/11/2018
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
11722 ft'
0 ft3
27562,51 ft3
48975 gallons
0.89 Ibs/1000 gal.
263.8 Ibs. PAN

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): Lagoon 2
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 20.4 inches
c. line b - line a (inches in red zone) = 8.4 inches
d. top of dike surface area according to'design
(area at below structural freeboard elevation) 28000 ftZ
e. line c/12 x line d x 7.48 gallons/W 146608 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 23443.9 ft'
h. current herd # 1 16001 certified herd # 3200
actual waste produced = current herd # x line g = 11722 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 9/11/2018
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
0 ft'
16333.3 ft3
34976 gallons
0.73 Ibs/1000 gal.
132.6 lbs. PAN

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). F -Lagoon 3
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 20.4 inches
c. ' line b - line a (inches in red zone) = 8.4 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 270000 ftz
e. line c/12 x line d x 7.48 gallons/ft' 1413720 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 23443.9 ft3
h. current herd # DO certified herd #1 3200
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 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 9/11/2018
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
I�ft3
F 11557..50__ll ft3
19635 gallons
0.61 Ibs/1000 gal.
874.3 lbs. PAN

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1.
structure ID: Lagoon 1
line I =
184877 gallons
2.
structure ID: Lagoon 2
line I =
23283 gallons
3.
structure ID: Lagoon 3
line I =
171573 gallons
4.
structure ID:
line I =
gallons
5
structure ID:
line I =
gallons
6.
structure ID:
line I =
gallons
n. lines +2+3+4+5+6=
o. line in 127154 =
379733 gallons
13.98 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
IRR-2 PAN
balance
(lb/acre)
v. maximum
application rate
(in/hr)
w. maximum
application
amount (inches)
1
GoA
Small Grain
14.00
100
0.5
.5-1.0
2
GoA
Wheat
11.00
55
0.5
.5-1.0
x. total acres available during 5 day draw down (sum of column t) = 25.00 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
yY line o = 0.56 inches per acre to be applied within 5 days
PoA l Day) 2/2'i70Q-

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,
recaicuiate new
Plan to land anoly hvdraulic
?scribe moisture conditions of fields? (e.g Is there water standing in field; does irrigation
ent mar down In field; "trafficability" across soils; will
ate and amount of last rainfall event?
DATE: 12/14/18
waste application
without runoff, etc.
AMOUNT: I inches
4. Given optimum soil and weather conditions, is irrigation equipment capable of applying the volume in
nne ..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
rigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc, to
meet proposea cnanges In application rates ana amounts and any other intormation for consideration.
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): I La oon 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/ft3
3. Projected volume of waste liquid produced during draw down period
6.0 inches
12.0 inches .
6.0 inches
472501 ftz
176715 gallons
f. temporary storage period according to structural design 180 days
g. volume of waste prod uced'according to structural design 46887.7 ft3
h. current herd # 1600 certified herd #1 6400
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 =
11722 ft'
27562.5 ft3
8162 gallons
184877 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

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): I Lagoon 2
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) 28000 ftz
e. line c/12 x line d x 7.48 gallons/ft3 17453 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 23443.9 ft3
h. current herd # 1fi00 certified herd # 3200
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 =
11722 ft'
0 ft3
16333.3 ft3
5829 gallons
23283 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

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): I Lagoon 3
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) 270000 ft2
e. line c/12 x line d x 7.48 gallons/W 168300 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 23443.9 ft3
h. current herd # certified herd # 3200
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
ft3
0 ft3
15750 ft3
3273 gallons
171573 gallons
REPEAT SECTION 9 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