710084_Plan of Action_20190122

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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 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
1 2 3
N N N
10 8 8
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. 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: [phone]
Facility Owner/Manager (print)
_P-c n(
Date:
Facility Owner/ anage ignature).
1A_
1/21 /2018

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1.
structure ID: Lagoon 1
line I =
67067 gallons
2.
structure ID: Lagoon 2
line' I =
75643 gallons
3.
structure ID: Lagoon 3
line I =
676473 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 =
1 819183 gallons
30.17 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 I(in/hr)
(Iblacre)
v. maximum
application rate
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
y� line o = 1.21 inches per acre to be applied within 5 days
PoA (� Day) 2/2'1100-

i
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:
,tribe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
equipment mar gown in rieia; --irarncamity - across sous will soils absorb application without runoff, etc.
s and amount of last rainfall event?
DATE: 12/14/18
AMOUNT: I inches
3. uates of last waste application event per field:
4. Given optimum soil and weather conditions, is irrigation equipment capable of applyinq the volume in
line n ai
l I
n 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 cnan es
PoA (5 Day) 2/21/00
rates and amounts; a
for consideration.

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 1
2. Current liquid volume in structural freeboard
a. current liquid level according to marker 10.0 inches
b designed structural freeboard zone 12.0 inches
(Normally 12 inches or greater)
c. line b - line a (inches within structural freeboard) = 2.0 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 58905 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 # F 1600 certified herd # 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°
©ft3
27562.5 ft3
8162 gallons
67067 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) 2121/00

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): Lagoon 2
2. Current liquid volume in structural freeboard
a. current liquid level according to marker 8.0 inches
b. designed structural freeboard zone 12.0 inches
(Normally 12 inches or greater)
c. line b - line a (inches within structural freeboard) = 4.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 28000 ft2
e. line c/l2 x line d x 7.48 gallonsW 69813 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design F 180 days
g. volume of waste produced according to structural design 23443.9 ft3
h. current herd # 16001 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
75643 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 8.0 inches
b. designed structural freeboard zone 12.0 inches
(Normally 12 inches or greater)
c. line b - line a (inches within structural freeboard) = 4.0 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/ft° 673200 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 23443.91 ft3
h current herd # �1, 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
ft3
15750 ft3
3273 gallons
676473 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) 2121/00