710096_Plan of Action_20190108

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PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 71-03
Facility Name: Charles Wooten Farm 1 &2
County:
.,
Pender
Certified Operator Name: Charles Wooten, JR Operator Number. AWA17986
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 Lagoon 2 Lagoon 3 Lagoon Lagoon 5
Lagoon Name/ID: CW1
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. Volume 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.
Charles Wooten
Phone: [phone]
Facility Owner/Manager (print)
),c A II -� Date: 1/7/2019
Facility Owner/Manage^ r (signature)

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II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: Lagoon 1
line I =
91227 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 =
91227 gallons
3.36 acre -inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD' Z
'While this section deals with hydraulic loading capacities, applications cannot exceed
agronomic rate for receiving crop according to its certified waste plan.
'Fields 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)
13
Small Grain
3.47
40
0.5
.5-1.0
14
Small Grain -
2.40
8.3
0.5
.5-1.0
15
Small Grain
537
50
0.5
.5-1.0
16
Small Grain
6.00
32.4
0.5
.5-1.0
x. total acres available during 5 day draw down (sum of column t) =
17.24 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
y line o = 0.19 inches per acre to be applied within 5 days
PoA lo. Day) 2/2T/00

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:
cribe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
mar down in field; "tratticability" across soils; will soils absorb application without runoff, etc.
and amount of last rainfall event?
DATE: 01 /01 /19
waste application
AMOUNT: , 0.10 inches
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
per irrigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to
sea changes in application rates and amounts; and any other information for consideration.
a
PoA (5 Day) 2/21100

z
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)- La oon 1
2. Current liquid volume in structural freeboard
a current liquid level according to marker 11.0 1 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) 92500 ftz
e. line c/12 x line d x 7.48 gallons/ft3 57658 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 121058 ft3
h. current herd # 3600 certified herd # 3672
actual waste produced = current herd # x line g = 118684 ft's
certified herd #
i. volume of wash water according to structural design ft3
j. excess rainfall over evaporation according to design �42875 ft3
k. (lines h + i + j) x 7.48 x 5 days/line f = 33568 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 = 91227 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