710096_5 day and 30 day POA_20190102

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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 Name/ID
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
CW1 CW2
N N
11.5 16
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
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 1 { 1, S �DOV-=e 1 Date: 1/2/2019
Facility Owner/Manager (signature)
V

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 =
532.4 lb PAN
2.
Structure ID Lagoon 2
'line m =
614.5 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= 1146.9lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIFI_f)S Tn WNIC141 PAN CANNOT RF APPI IPn ni 101AIr_ Tu1e In nnv DGD1nn
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
1
Small Grain
377
50.00
188.5
Sept -April
2
Small Grain
3.39
50.00
169.5
Sept -April
3
Small Grain
4.46
15.80
70.5
Sept -April
4
Small Grain
4.48
32.90
147.4
Sept -April
5
Small Grain
5.16
26.30
135.7
Sept -April
6
Small Grain
5.16
20.20
104.2
Sept -April
7
Small Grain
5.07
50.00
253.5
Sept -April
8
Small Grain
3.24
40.50
131.2
Se t-Aprii
9
Small Grain
4.04
42.70
172.5
Sept -April
10
Small Grain
2.80
8.70
24.4
Sept -April
11
Small Grain
4.32
37.00
159.8
Sept -April
12
Small Grain
2.80
7.50
21.0
Sept -April
mate 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) = 1578.2 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1146.9 lb. PAN ,
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section 111) = 1578.2 lb. PAN
y. Overall PAN balance (w - x) _ -431 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) 2121/00

t
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
I. 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
b. designed 25 yr./24 hr. storm & structural freeboard
c line b - line a (inches in red zone) =
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/ft'
3. Projected volume of waste liquid produced during draw down period
12 0 inches
19 01 inches
7.0 inches
92500 ft2
403608 gallons
f. temporary storage period according to structural design —1-8-01 days
g. volume of waste produced according to structural design 121058 W
h current herd # 3600 certified herd #1 3672
actual waste produced = current herd # x line g =
certified herd #
i_ volume of wash water according to structural design
i. 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 10/10/2018
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
118684 ft'
�J fts
42875 W
201411, gallons
0.88 Ibs/1000 gal.
532.4lbs PAN

s
t
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)' La -goon 2
2. Current liquid volume in 25 yr./24 hr.,storm storage,& structural freeboard
a. current liquid level according to marker 16.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 21.6 inches
c. line b - line a (inches in red zone) = 5.6 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 140000 ftz
e. line c/12 x line d x 7.48 gallons/ft3 488693 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 161410.9 ft3
h. current herd # 4800 certified herd # 4896
actual waste produced = current herd # x line g = 158246 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 10/10/2018
11
m. ((lines e + k)/l000) 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
�W
81666.7 ft3
299091 gallons
N
0.78 Ibs/1000 gal.
614.5 Ibs. PAN

'r
TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: Lagoon 1
line I =
62398 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 =
62398 gallons
o. line n / 27154 =
2.30 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.
'Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are
not considered available to receive waste.
i
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
5.37
501
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
PoA yy Da 2/ limo 0.13 inches per acre to be applied within 5 days
to y)

r
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 n araulic ioati based on new information.
Plan to land apply hydraulic load:
scribe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
equipment mar, down In Belo' "tratticalmi " across soils; will soils absorb application without runoff, etc.
s and amount of last raintall event?
DATE: 01/01/19
AMOUNT: 10.10 1 inches
:3. uates of last waste application event per field:
4. Given optimum soil and weather conditions, is irrigation equipment capable of applying the volume in
fine "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
lation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to
meet proposeo cnanges in application rates and amounts; and any other information 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): F -Lagoon 1
2. Current liquid volume in structural freeboard
a. current liquid level according to marker 11.5 inches
b. designed structural freeboard zone 12.0 inches
(Normally 12 inches or greater)
c. line b - line a (inches within structural freeboard) = 0.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 1 92500 Jft2
e. line c/12 x line d x 7.48 gallons/f' 28829 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 # F 3600 certified herd # 3672
actual waste produced = current herd # x line g = 118684 ft'
certified herd #
i. volume of wash water according to structural design (ft3
j. excess rainfall over evaporation according to design L 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 = 62398 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