710084_5 day and 30 day POA_20181211

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PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES ,
Facility Number: 71-84
Facility Name: K&P
County:
Pender
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 1 Lagoon 2 Lagoon 3 Lagoon 4_ Lagoon 5
1 2 3
N N N
7.5 14.5 13
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 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
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.
Kenneth Brown
Phone:
Facility Owner/Manager (print)
�Y> 0 0i\'1 Date:
Facility Owner/Manager (signature)
910-296-3093
12/11 /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 = 276.8 lb PAN
2. Structure ID: Lagoon 2 line m = 111.4 lb PAN
3. Structure ID: Lagoon 3 line m = 789.5 lb PAN
4 Structure ID:
5. Structure ID:
6. Structure ID:
line m = lb PAN
line m = lb PAN
line m = lb PAN
n. lines +2+3+4+5+6= 1177.7 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIFI MR TO wwirw perj rretJtlnT ar noDi irn ry IOIKle% Y"ic, �^ r,.
o. tract #
p. field #
q. crop
r. acres
S. remaining IRR
2 PAN balance
(lb/acre)
t. TOTAL PANvv
BALANCE FOR
FIELD (lbs.)
column r x s
U. application window'
2
Wheat
11.00
55.00
605.0
Sept -April
3
Wheat
14.00
55.00
770.0
Sept -April
4
Small Grain
5.70
10000
570.0
Sept -April
�La« UUI ICI IL L,I VP cnuiny appiicauon gate 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) = 1945.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 1177.7 lb. PAN
PoA (30 Day) 2121100

x. Crop's remaining PAN balance (line v from section III) = 1945 0 lb. PAN
y. Overall PAN balance (w - x) _ -767 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

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): La oon 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 ft2
e. line c/12 x line d x 7.48 gallons/ft3 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 46887.7 Jft3
h. current herd # 3200 certified herd #1 6400
actual waste produced = current herd # x line g = 23444 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
C�ft3
27562.5 ft3
63588 gallons
0.89 Ibs/1000 gal.
276.8 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): Lagoon 2
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 14.5 inches
b designed 25 yr./24 hr. storm & structural freeboard 20.4 inches
c. line b - line a (inches in red zone) = 5.9 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
102975 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 # 32001 certified herd # 3200
actual waste produced = current herd # x line g =
23444 ft'
certified herd #
i. volume of wash water according to structural design Oft3
j. excess rainfall over evaporation according to design 16333.3 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f= 49589 gallons
4. Total PAN to be land applied'during draw down period
I. current waste analysis'dated 9/11/2018 0.73 Ibs/1000 gal.
m. ((lines e + k)/1000) x line 1 = 111.4 Ibs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
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): Lagoon 3
2. Current liquid volume in 25 yr./24 hr storm storage & structural freeboard
a. current liquid level according to marker 13.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 20.4 inches
c. line b - line a (inches in red zone) = 7.4 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/ft' 1245420 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 # 3200 certified herd #1 3200
actual waste produced = current herd # x line g = 23444 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 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 ft3
15750 ft3
48862 gallons
0.61 Ibs/1000 gal.
789.5 Ibs. PAN

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: Lagoon 1
line I =
138263 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 / 27154 =
138263 gallons
5.09 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
(in/hr)
w. maximum
application
amount (inches)
1
GoA
Small Grain
14.00
100
0.5
.5-1.0
x. total acres available during 5 day draw down (sum of column t) = 14.00 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA yy Da 2/ 1i2'ne o 0.36 inches per acre to be applied within 5 days
(e 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.
raulic load based on new
Plan to land apply hydraulic load:
1. Describe moisture conditions of fields? (e.g. Is there water standing in field: does irrigation
r down in field; "trafficability" across soils; will soils absorb application without runoff, etc
c a11U anlvLLIIL UI JVOL ICIIIIc111 CVt;IIL!
DATE: F-��
AMOUNT: I--inrhas
3. Uates of last waste application event per field:
4. Given optimum soil and weather conditions. is irrioation eauinment ranahlP of gnnivinn tha vnh Imo in
une __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
3ation event; changes made in gun sizes, nozzles, °o" rings, operating time, travel speed, etc. to
meet proposea cnanges in application rates and amounts; and any other information for co
PoA (5 Day) 2/21/00

f
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
1..TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): La oon 1
2. -Current liquid volume in structural freeboard
a. current liquid level according to marker 7.5 inches
b. designed structural freeboard zone 12.0 inches
(Normally 12 inches or greater)
c. line b - line a (inches within structural freeboard) = 4.5 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' 132536 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 46887.7 ft3
h. current herd # Q certified herd #1 6400
actual waste produced = current herd # x line g = ft3
certified herd #
i. volume of wash water according to structural design ©ft3
j. excess rainfall over evaporation according to design 27562.5 ft3
k. (lines h + i + j) x 7.48 x 5 days/line f = 5727 gallons
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 = 138263 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) 2/21L00 .
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