710003_POA for High Freeboard_20190830

Certified Operator Name: Chuck Wooten
------- - -- --- - ------ Operator Number:
1. Current liquid level(s) in -- inches - - as - measured - from the current liquid level in the - lagoon to the
lowest point an the
-,-_top of toeqamfqrJagogns-witt uho _ spillways; and from the current liquid level I
in the lagoon to the bottom ........ ..
Lagoon Lagoon Lagoon 4 Lagoon 5
-- ------- --
Lagoon Name/ID: i 1 2
Splllwa y(Ygr N): i N N
Level(inchesy. 12 12
2. Check all applicable items
- -------- --
XXX iLLiquiolevel swithin the designed structural freeboard elevations of one or more structures.
!Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
1within acceptabl e range
s
1 Liquid level is within the 25 year 24 hour storm elevations for one or more structures. Al
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
lWaste 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 1
iin m the
formation. Contact and secure approval from DWQ prior to transfer of waste to a site
. . ....... approval
not covered in the faqttt
. .. . ... .... - - -- - ---- ----- -- - -
........ ...
!Operation will b depopulated
e .. or qe o
_9!�t d.
......... . .......... ------
!*Attach a complete schedule with corresponding animal units and dates for deDoDulation
attached
*if animals are to be moved to another perm
freeboard levels and herd population for the
- ----------- --- - -------
Apossible date to begin .land -application c-f-v
ortity that I have reviewed the information list
'Ian of Action, and to the best of my knowled
rid correct
above and included within the
and ability, the information is

It. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: AW1 line I = 243559! gallons
2. structure ID: AW2
3. structure ID: #REF!
4. structure ID: #REF!
5. structure ID: #REF!
6. structure ID: #REF!
n. Iines1+2+3+4+5+6=
o. line n 127154 =
line 1 = 2959031 gallons
line I =
gallons
line I =
gallons
line I =
gallons
line I =
gallons
539463gallons
198.67 acre -inches
Ill. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIODI,2
1While 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 typ
s. crop
t. acres
u. remaining
IRR-2 PAN
balance Qblacm)
Y.
maximum
applicatio
n rate pnt
hr)
W.
maxim
um
applic
ation
armun
t
pnche
s
7061
P1
Small Grain
3.77
50.00
0.5
1
P21
3.39
50.00
0.5
1
P3
4.46
22.90
0.5
1
P4
4.45
32.90
0.5
1
P5
El
5.16
32.60
0.5
1
P6
5.16
33.70
0.5
1
P7
1 5.07
50.001
0.5
1
P8
3.24
50.00
0.5
1
P91
4.04
42.70
0.5
1
P10
2.80
18.90
0.5
1
P11
4.32
41.20
0.5
1
P12
2.80
7.6
0.5
1
P13
3.47
40
0.5
1

P14
2.40
8.3
0-51
1
P15
5.371
501
0.51
1
x. total acres available during 5 day draw down (sum of column t) = 59.90 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
line o = 3.32 inches per acre to be applied within 5 days
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:
1. Describe moisture conditions of fields? (e.g. is there water standing in field; does irrigation
equipment mar down in field; "trafficability" across soils; will soils absorb application without runoff, etc.)
2. Date and amount of last rainfall event?
DATE: 1211E AMOUNT: 2 5-01 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?
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 changes in application rates and amounts: and any other information for consideration.

3.
f.
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
_ FIVE DAY DRAW DOWN PERIOD
of
line d x
of waste
h. current1.herd #=36(
actual waste pros
.................
I. I volume
k, ne h + i+ x
volume of waste tc
1. ' total
622692
2328866
1 to structural
according to
ine f
J. during 5 day draw �down
line e + line k
WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN

[------------------------�---�''--�— — --------~------~�--------^~'—~—�--'-,
THE STRUCTURAL FREEBOARD E(Click �o@�the nextStructure tab shown below) _ (

ied structural freeboard zone
Dr-matIly
dike surface area accordino to
lected volume of waste
---h. c-urrery
-F-^-^
L, Volume of wash water
+i+DX7.48X5
draw down

['-------'-------�--'-------�—'-------'----~'-----'—~---'—'--�—'--1
THE STRUCTURAL FREEBOARD ELEVATIONS.�(CUok omthe next � tab shown below� �

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
L TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Nameildentifler (ID). Charles Wooten#2 71-3
2 Current liquid volume In 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr.124 hr. storm & structural freeboard
c. line b -fine a (inches in red zone)
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c112 x line d x 7,48 gallons/fe
3. Projected volume of waste liquid produced during draw down period
16.0 inches
19.0 inches
3.0 inches
9t31,538 fe
1864176 gallons
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 495720 ft3
h. current herd # 4880 certified hard # 4896
actual waste produced = current hard # 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 _ 9/8/2017
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)
494100 ft'
53958 f?
683246 gallons
1.35 Ibs/1000 gal.
3426.5 lbs. PAN
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 Nameltdentifier (ID): Charles Wooten#1 71-3
2. Current liquid volume in 25 yr.124hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed25 yr.124 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)
a, line c112 x line d x 7.48 gallons/W
3. Projected volume of waste liquid produced during draw down period
f, temporary storage period according to structural design
1-8-01 inches
19.0 inches
1.0 inches
728,549 ft2
454129 gallons
8-0 days
g, volume of waste produced according to structural design 3304i30 ft3
h. current herd # 3000 certified herd # 3872
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 + irr+j) x 7.48x 30 dayslline'f=
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 1 9f8/2017
m. ((lines e + k)M000) x tine I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Glick on the next Structure tab shown below)
270000' fe
�ft3
37,1$8 ft3
382961 gallons
1.67 1bs11000 gal.
1397.9 Ihs. PAN
PoA (30 Day) 2121/00

11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD ANDIOR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID; Charles Wooten #1 71-3
2. Structure ID: Charles Wooten#2 71-3
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID
n. lines 1 +2+3+4+,6+6=
line m =
1397.9 lb PAN
line m =
3425.5 lb PAN
line in =
lb PAN
line m =
lb PAN
line m =
lb PAN
line m =
lb PAN
4823.4 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD
0, tract #
p, field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
L. TOTAL PAN
gALANCE.FOR
FIELD (ibs.),
column r x a
U. application window'
7061
1
Small Grain
3.77
50.00
18$5
Qct-A nl 15
2
"
3:39
3
"
4.46
50.00
223.0
"
4
"
4.45
5.46
5.07
"
3.24
a
91.
4.04
50.00
202.0
"
10
„
2.80
111
"
4.32
50.00
216.0
"
12
"
2.80
60.00
` 100 0
13.1
3.47
50,00
173.5
14
0
2.40
50.00
120:0
15.
5.37
50.00
' 268.5
"
16
"
6.00
50.00
300.0
"
'State current crop ending application data 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) = 1791.5 lb. PAN
IV, FACILITY'S PoA OVERALL PAN BALANCE
Total PAN to be land applied (line n from section 11) = 4823.4 lb. PAN
w.. Crop's remaining PAN balance (line v from section 111) = 1791.5 lb. PAN
x. Overall PAN balance (w - x) = 3031.9 lb. PAN
PoA (30 Day) 2121/00

U
y must show as a deficit If line y does not show as a deficit, list course of action here Including pump and
depopulation, nerd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
d on new information. If new fields are to be included as an option for lowering lagoon level, add these
to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
ier permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
)oten called on 1-16-18 to report that he had this lagoon out of freeboard compliance. Information was
3d to complete the 30 day PDA on 1-16-18 by email from Chuck Wooten. PDA completed on 1-22-18 by
Turner PSWCD'Techn. if lagoon can not be lowered by normal means, pump & haul or animal
Mallon made be needed on this lagoon.
PDA (30 Day) 2121/00

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 Namelidentifier (ID): 71-3 Wooten #2
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. Ilne b- fine a (inches within structural freeboard)
d. top of dike surface area according to design
(area at below structural freaboard elevation)
e, line cl12 x line d x 7.48 gallons/fe
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
g: volume of waste produced according to structural design
h, current herd # 464U certified herd # 4898
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
1. total volume to be land applied line e + line k
12.0 inches
19.0 inches
7.0 inches
728,549 fe
3178902 gallons,
180 days
495720 fe
49OD50 fe
113
73500 fe
117093 gallons
3295995 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

It. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: 71-3 Wooten#2
2. structure ID`.
3. structure ID:
4. structure ID:
5. structure ID`.
6. structure ID:
n. lines 1 +2+3+4+5+6=
o. linen/ 27154'=
line I = 3295995 gallons
line I =
gallons
line l =
gallons
line I =
gallons
line l =
gallons
line I =
gallons
3295995 gallons
121.38 acre -inches
Ill. TOTAL ACRES AVAILABLE TO RECEIVEWASTE DURING 5 DAY DRAW DOWN PERIO[) '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.lract #
q, field #
r. soil type
s. crop
t. acres
u. remaining
v, mwamum
w. maximum
IRR•2 PAN
application rate
application
balance
Qn/hr)
amount (inches)
(lb/acre)
7061'
1'
Small Grain OVerseed
3.77
-63.7
o.5
1
3
4.416
80.5
0.5
1
5
516
61.3
0.5
1
6
5:16
47.9
0.5
1
7
5.07
75.7
0.5
_ 1
8
3.24
43.3
$
4 04
76.9
0,5
1
10
2:80
67.5
0.5
11
„
4.32
100
0.5
1
12
2.80
100
0.5
1
t3
3.47
100
0.5
1
1412.40
100
0.5
1
15
"
6.37
83.81
0.5
1
16
6.00
84.9
0.5
1
x. total acres available during 5 day draw down (sum of column Q = 58,06 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA ( '' Day) AMC? o 2.09 inches per acre to be applied within 5 days

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.
Depopulation of houses maybe needed. Pump and haul may is needed due to irrigation system on the farm
not be used due to wetness of the fields.
1. Describe moisture conditions of fields? (e.g. is there water standing in field; does irrigation
equipment mar down in field; "trafficability" across soils; will soils absorb application without ru
Fields are wet and irrigation equipment can not be used.
01/30118 AMOUNT: F T-4-01 inches
alloy it
per irrigation event; changes made in gun sizes, nozzles, V rings, operating time, travel speed, etc. to
meet proposed changes in application rates and amounts; and another information for consideration.
3malier rings and short application times will be used with faster travel speeds. Pump and haul maybe used or
Aeroway system used to land Inject
This is a upgrade from a 30 day°POA on Jan 22, 2018 to a 5 day POA. Called in to Martin Mcl.awhom, DSWC
on°1-30-18.
Waste sample 1.12-18 1.9lbs.
Completed by Jason Turner Pander SWCD Dist Techn 2-1-18
PoA (5 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BELANDAPPLIED PER WASTE STRUCTURE
1. Structure NameildentifierVD): Charles Wooten#171-3
2. Current liquid volume in25 yr.124 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 1n red zone) =
d. top of dike surface area according, to design
(area at below structural freeboard elevation)
a. line o/12 x line d x 7.48 gallonslft'
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
17:4 inches
4gA inches
2.0 inches
72$,549 ft2
908258 gallons
180 days
g, volume of waste produced according to structural design 330480 ft3
h. current herd # =U0 certified herd # 3572
actual waste produced = current herdx line g 43200 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 7A8 x 30 days/line f=
4. Total PAN to be land applied during draw down period
t. current waste analysis dated 1 1/1212018
m. ((lines a +'k)l1000) x line I
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
fe
37 !88 ft3
100217 gallons
2t85 lbsH 000 gal.
2672:5 lbs. PAN
PoA (30 Day) 2121l00

If. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD ANWOR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure 10: Charles Wooten #1 71-3
2. Structure ID; Charles Wooten #2 71-3
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
n. lines 1 +2+3+4+5+6=
line in =
2672.5 lb PAN
line in =
lb PAN
line in =
lb PAN
line m=
Ib PAN
linen =
lb PAN
line in =
lb PAN
2672.6 lb PAN
IIL TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT RE APPI IEn nrrRlur Ti4m to nnv'ccornn
o: tract #
p, field:#
q. crop
r. acres
s. remaining IRR
2. PAN balance
(Iblecre)
L:TOTAL Pair
SALANCE.FOR
FIELD (lbs.)
column rx`a
u. application window'
7061
1
Small Grain
3.771
63.70
240.1
-PO-April 15
3
„
4A6
80.50
369.0
"
50
6.161
40.00
247,7
"'
6
°
5.16
25.40
131.1
"
7
"
5.07
75,70
3113.8
8
,
3.24
43.30
140.3
9
".
4.04
76.90
310:7
"
11
"
4.32
89.70
387,54
12
"
2.80
100.00
280.0
131.
3,47
100,00
347.0
'
14
"
2.401
100.00
Iwo
"
16
"
5.37
78.00
418.9
"
16
„
6.00
84.90
1200
"
'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) = 3466.1 lb, PAN
IV. FACILITY'S POA OVERALL PAN BALANCE
Total PAN to be land applied (line n from section 11) 2672..5 lb. PAN
w. Crop's remaining PAN balance (line v from section III) _ 3466.1 lb. PAN
x. Overall PAN balance (w - x) = -794 lb. PAN
PDA (30 Day) 2l21 E00

i2
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 levelsat the
receiving facility,
Mr. Wooten called on 1-16-18 to report that he had this lagoon out of freeboard compliance. Information'was
received to complete the 30 day POA on 2-12-18 by email from Chuck Wooten. POA completed on 2-16 18 by
Jason Turner PSWCD Techn. If lagoon can not be lowered by normal means, pump & haul or animal
depopulation made be needed on this lagoon.
PoA (30 Day) 2(21100

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 NameiIdentifier (ID): ICharies Wooten#2 71-3
2. Current liquid volume in 25 yr./24, hr, storm storage & structural freeboard
a. current liquid level according to marker F 13.0 inches
b. designed 25 yr:/24 hr. storm & structural freeboard F-----1-9-01 inches
c. line b - line a,(inches in red zone) = 6.0 Inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 991,538 fix
e line ,p112 x line d x 7.48 gallons/W 3708352 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
495720 ft3
h. current herd # F---48-80-1 certified herd# 4886
actual waste produced = current herd # x fine =
494100fe
certified herd #
i, volume of wash water according to structural design
fe
j. excess rainfall over evaporation according to design
53g58 fe
k. (lines h + 1 +j) x 7.48 x 30 daysAIne f=
W246 gallons
4, Total PAN to be land applied during draw down period
I. current waste analysis dated F 1/12/2018
M. ((lines e + k)11000) x line 1 =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
1.90 Ibs/1000 gal,
8344.0 lbs. PAN
PoA (30 Day) 2121I00

11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.l24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1; Structure ID: Charles Wooten #1 71-3
2. Structure ID: Charles Wooten #2 71.3
3. Structure ID:
4. Structure ID:
5. Structure ID:
6: Structure ID:
n. lines 1+2+3+4+5+6=
line m =
2672.5 lb PAN
line m =
8344.0 lb PAN
line in =
lb PAN
line m =
lb PAN
line m =
lb PAN
line m =
lb PAN
11016.5 lb PAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD
o.tract #
p, field #"
q. crop
r. acres
a. remaining IRR
2 PAN balance
(Iblacre)
t: TOTAL PAN
BALANCE. FOR
FIELD (lbs.)
column r x, s
U. application window'
7001
1
Small Grain
3.77
56,60'
213.4
Oct -April 15
3.
4A6
74.10
330.5
"
61.
5.16
34.80
179,6
"
6
"
5.16
14.80
76A
"
7
°
&071
75.70
383.80
"
3.241
43.30
140.3
"
9.
4.04
76,90
310.7
19
4.32
89,70
387.5
"
12
2.80
100,00
280,0
"
13
"
3.47
100.00
347.0
"
14
"
2.40
100.00
100.0
151,
6.37
71.20
382.3
"
161,
g„
6.00
67.70
120.0
„
"
"
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) = 3251.4 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
Total PAN to be land applied (line n from section 11) = 11016.5 lb. PAN
w. Crop's remaining PAN balance (line vfrom section Ill)= 3251.4 lb. PAN
x. Overall PAN balance (w - x)= 7765.1 lb, PAN
PoA (30 Day) 2121/00

M
Una 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 now 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,
NARRATIVE:
Mr. Wooten called on 1-16-18 to report that he had this lagoon out of freeboard compliance. information was
received to complete the 30 day POA on 2-23-18 by email from Chuck Wooten. Updated POA from day to 30
day was completed on 2-23-18 by Jason Turner PSWCD Techn. If lagoon can not be lowered by normal
means, pump & haul or animal depopulation made be needed on this lagoon,
PoA (30 Day) 2121 /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). Charles Wooten#2 71-3
2. Current liquid volume In 25 yr.(24 hr, storm storage & structural freeboard
a, current liquid level according to marker
b. designed 25 yr,124 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 U12 x line x 7.48 gallons/fe
3. Projected volume of waste liquid produced during draw down period-
f. temporary storage period according to structural: design
17.5 inches
19.01 inches
1.5 inches
991,538 fe
927088', gallons
1870 days
g. volume of waste produced according to structural design 495720 fits
h. current herd # 4496 certified herd # 4696
actual waste produced = current herd # x line g =
certified herd #
1. volume of wash water according to structural design
I excess rainfall over evaporation according to design
k. (lines h + I +j) x 7A8 x 30 daysliine f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 111212018
m. ((lines e + k)X1000) x line l =
REPEAT SECTION i FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
455220 fe
�J W
53958 ft3
634775 gallons
1,90 Ibs/1000 gal.
2967.6 Ibs. PAN
PoA (30 Day) 2/21/00

11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD ANDIOR 25 YR.124
HR, STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Charles Wooten #1 71-3
2. Structure 10: Charles Wooten #2 71-3
3, Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
n. lines 1 + 2 + 3 + 4 + 5 + 6 =
line m =
lb PAN
line rn =
2967.5 lb PAN
line m =
-lb PAN
line m =
lb PAN
line in =
lb PAN
line m = lb PAN
2967:5 lb PAN
III: TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHIT W PAN reNtanr aF eiaot ten ni ioYur_ VU10 aA nAv nCM1^n
o. tract #
p. field #
q. Crop
r. acres
s. remaining IRR
2 PAN balance
(Ib(eore)
L TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r xis
u, application window'
7061
1
Coastal Berm
3,77
275,00
1036.6
April -Oct 15
2.1
3.39
244.00
827.1
"
3
"
4.46
238.30
1062,8
4
"
4.45
267.80
1190,8
5„
5,16
245.40'
12663r
60
5.16
244.60I
12621
"
7
„
5.07
275.00
1394.3
"
81.
124
275,00
891.0
8
"
4.04
76.90
310.7
"
10
2.80
237.40,
664.7
11'
"
4.32
246.10
1063.2
"
12
2.80
222.30
622A
"
131,
3.47
264.70
918.5
"
14"
2.40'
164.20
370,1"
151,
5.37
273.90
14708
16
"
6.00
255.80
1534.6
"
N
'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) = 15886.4 lb. PAN
IV, FACILITY'$ PDA OVERALL PAN BALANCE
POA (30 Day) 2/21/00

Total PAN to be land applied (line n from section 11) = 2967.6 lb, PAN
w.. Crops remaining PAN balance (line v from section 111) = 15886.4 lb. PAN
x. Overall PAN balance (w- x) = -12919 lb. PAN
Y.
Line y must show as a deficit. If tine 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 wasteis to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
NAKKA I IVH:.. _.
Mr. Wooten called on 3-26-18 to report that he had this lagoon still out of freeboard compliance. Information
was received to complete the 30 day POA on.3-26-18-18;by email from Chuck Wooten. Updated 30 day POA
was completed on 3-26-18 by Jason Turner PSWCD Techn. If lagoon can not be lowered by normal means,
pump & haul or animal depopulation made be needed on this lagoon.
PoA (30 Day) 2121l00

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 71-03 County: Pender
Facility Name: Charles Wooten Farm 1&2
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
12
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.
Mumhv Brown, LLC Phone: [phone]
4actli4ty
wner/Manag (print)
Date: 9/16/2018
w r/Manag r signature)

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
2. Structure ID: Lagoon 2
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
n. lines 1 + 2 + 3 + 4 + 5 + 6 =
line m = 565.4 lb PAN
line m = 1787.5 lb PAN
line m = lb PAN
line m = lb PAN
line m = lb PAN
line m = lb PAN
2352.9 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIFI nS Tn W1411-14 oeu CAIJWW ec Aoo, Wn nnou,r_ rwa 1. MA.. M, MIMM
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
t TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
1
Small Grain
3.771
50.00
188.5
Sept -April
2
Small Grain
3.391
50.00
169.5
Sept -April
3
Small Grain
4.461
50.00
223.0
Sept -April
4
Small Grain
4-481
50.00
224.0
Sept -April
5
Small Grain
5.161
50.00
258.0
Sept -April
6
Small Grain
5.161
50.00
258.0
Sept -April
7
Small Grain
5.071
50.00
253.5
Sept -April
8
Small Grain
3.241
50.00
162.0
Sept -A ril
9
Small Grain
4.041
50.00
202.0
Sept -April
10
Small Grain
2.80
50.00
140.0
Sept -April
11
Small Grain
4.32
50.00
216.0
Sept -April
12
Small Grain
2.80
50.00
140.0
Sept -April
13
Small Grain
3.47
50.00
173.5
Sept -April
14
Small Grain
2.40
50.00
120.0
Sept -April
15
Small Grain
5.37
50.00
268.5
Sept -April
16
Small Grain
6.00
50.00
300.0
Sept -April
oiaie current crop enaing 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) = 3296.5 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 2352.9 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section III) = 3296.5 lb. PAN
y. Overall PAN balance (w - x) _ -944 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
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
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): JLagoonl
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
f. temporary storage period according to structural design
12.0 inches
19­01 inches
7.0 inches
92500 ft2
403608 gallons
180 days
g. volume of waste produced according to structural design 121058 ft3
h. current herd # 1500 certified herd # 3672
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 7/13/2018
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)
49452 ft'
ft3
42875 ft3
115101 gallons
1.09 Ibs/1000 gal.
565.4 Ibs. PAN
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 2
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
f. temporary storage period according to structural design
7.0 inches
21.6-1 inches
14.6 inches
140000 ftZ
1274093 gallons
180 days
g. volume of waste produced according to structural design 161410.9 ft'
h. current herd # 500 certified herd # 4896
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 7/13/2018
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)
16484 ft'
OW
81666.7 ft'
122361 gallons
1.28 Ibs/1000 gal.
1787.5 Ibs. PAN
PoA (30 Day) 2/21/00

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 71-3
Facility Name: Charles Wooten 1-2
Certified Operator Name:
Chuck Wooten
County: Pander
Operator Number:
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
N N
2. Check all applicable items
12
XXX 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 for 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:
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.
Chuck Wooten
Phone: [phone]
F�tility Owner/Manager (print)
r�
(' 'I Z' Y ?' / Date:
Facility Owner/Manager (signature) J '

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: AW1
line I = 2823740 gallons
2. structure ID: AW2
line I = 2959036 gallons
3. structure ID:
line 1 = gallons
4. structure ID:
line 1 = 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 =
5782775 gallons
212.96 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.
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.
maximu
m
applicat
ion
amount
(inches
7061
P1
Small Grain
3.77
50.00
0.5
1
P2
3.39
50.00
0.5
1
P3
P4.46
22.90
0.5
1
P4
4.45
32.90
0.5
1
P5
5.16
32.60
0.5
1
P6
5.16
33.70
0.5
1
P7
5.071
50.00
0.5
1
P8
3.24
50.00
0.5
1
P9
4.04
42.70
0.5
1
P10
2.80
18.90
0.5
1
P11
1P4.32
41.20
0.5
1
P12
2.80
7.6
0.5
1
P1 31
3.47
401
0.5
1
P141
2.401
8.31
0.51
1
P1 51
1 5.371
501
0.5
1
x. total acres available during 5 day draw down (sum of column t) = 59.90 acres

IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
Y. line o = 3.56 inches per acre to be applied within 5 days
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 nyorauuc ioaa oasea on new mtormation.
Pump and haul, depopulate herd
Plan to land apply hydraulic load:
1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
equipment mar down in tield; "tratticability" across soils; will soils absorb application without run(
Fields are very wet due to chronic rain fall.
2. Date and amount of last rainfall event?
DATE: 12/15/18 AMOUNT: 2.50 inches
3. Dates of last waste aoolication event oer field:
11/1/18
ff, etc.)
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?
Yes it is capable
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
meet proposed changes in application rates and amounts; and anv other information for consideration.
Producer called in high freeboard today. Supplied lagoon data on 12/17/18 and 5 day POA was
completed by Jason Turner, Pender SWCD

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
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/ft'
3. Projected volume of waste liquid produced during draw down period
11.0 inches
18.0 inches
7.0 inches
622692 ft2
2717013 gallons
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 486000 ft3
h. current herd # 3600 certified herd # 3672
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 =
476471 ft'
0 ft3
37,188 ft'
106727 gallons
2823740 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)

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): I Lagoon 2
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/ft'
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
12.0 inches
19.0 inches
7.0 inches
660960 ftz
2883989 gallons
180 days
g. volume of waste produced according to structural design 330480 ft'
h. current herd # 4800 certified herd # 4896
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 =
324000 ft'
�fts
37188 ft'
75047 gallons
2959036 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)

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: —7/ - 3 County:
Facility Name: k--Zn p / c -
Certified Operator Name: (Z'Ac , i,C�/ E�f1
Operator #.
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.
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon Name/Identifier (ID):
Spillway (Yes or No)
Level (inches):
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.
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
pumped and hauled is reflected in section III tables. Included within this plan is a list of the
proposed sites with related facility number(s), number acres and receiving crop information.
Contact and secure approval from the Division of Water Resources prior to transfer of
waste to a site not covered in the facility's certified animal waste management plan.
Operation will be partially or fully depopulated.
- attach a complete schedule with corresponding animal units and dates for 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: ,�/ —oZ fo � F
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.
Phone:
Facility Owner/Manager (print)
Date:
PoA Cover Page 2121/00

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): Charles Wooten #2
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/ft3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
18.0 inches
1-9 —01 inches
1.0 inches
660960 ft2
411998 gallons
180 days
g. volume of waste produced according to structural design 330480 ft3
h. current herd # 4600 certified herd # 4896
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 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)
310500 ft'
f-1ft3
37,18�8J ft3
433451 gallons
0.78 Ibs/1000 gal.
659.5 Ibs. PAN
PoA (30 Day) 2/21100

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 Charles Wooten #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/ft3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
18.0 inches
18.0 inches
inches
622692 ft2
gallons
180 days
g. volume of waste produced according to structural design 495720 ft'
h. current herd # F 36-0-01 certified herd # 3672
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 F 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)
486000 ft'
Oft3
53958 ft3
673148 gallons
0.88 Ibs/1000 gal.
592.4 Ibs. PAN
PoA (30 Day) 2/21/00

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES
FOR FACILITY
1.
Structure ID: Charles Wooten #2
line m =
659.5 lb PAN
2.
Structure ID: Charles Wooten #1
line m =
592.4 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= 1251.8lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r, acres
s. remaining IRR
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
7061
P1
Small Grain
3.77
50.00
188.5
Oct -April
P2
"
3.39
50.00
169.5
"
P3
"
4.46
50.00
223.0
"
P4
"
4.45
50.00
222.5
"
P5
"
5.16
50.00
258.0
"
P6
"
5.16
50.00
258.0
"
P7
"
5.07
50.00
253.5
"
P8
"
3.24
50.00
162.0
"
P9
"
4.04
50.00
202.0
"
P10
"
2.80
50.00
140.0
"
P11
"
4.32
50.00
216.0
"
P12
"
2.801
50.00
140.0
"
P13
"
3.47
50.00
173.5
"
P14
"
2.40
50.00
120.0
"
P15
"
5.37
50.00
268.5
"
P16
"
6.00
50.00
300.0
"
'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) = 3295.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1251.8 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section III) = 3295.0 Ib. PAN
y. Overall PAN balance (w - x) _ -2043 Ib. 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.
Mr. Wooten called on 11-16-18 to report that he had a high lagoon on CW1& CW2. Information was received to
complete the POA on 11/16/18 by email from Chuck Wooten. POA completed on 11/19/2018 by Jason Turner
PSWCD Techn.
POA (30 Day) 2/21/00

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 71.03 County: Pender
Facility Name: Charles Wooten Farm 1&2
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 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: CW1 CW2
Spillway(Y or N): N N
Level(inches): 13 16
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. 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 1 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]
Fact ty Owner/Mpnager (print)
4, / Date: 12/28/2018
-Vacili OwrnerfManager (signature)

If. 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 = 481.7 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= 1096.1 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNnT RF APPI IFn nIIRIKIn THIA qn nAV PFRInn
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(Ib/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (I bs.)
column r x s
u, application window'
1
Small Grain
3.77
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
147A
Sept -April
5
Small Grain
5.16
26.30
135.7
Sept-Alaril
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
Sept -April
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
2.801
7.50
21.0
Sept -April
13
Small Grain
3.47
40.00
138.8
Sept -April
14
Small Grain
2.40
8.30
19.9
Sept -April
15
Small Grain
5.37
50.00
268.5
Sept -April
16
Small Grain
6.00
32.40
194.4
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) = 2199.8 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1096.1 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section 111) = 2199.8 Ib. PAN
y. Overall PAN balance (w - x) _ -1104 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
I. 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
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)
a. line c/12 x line d x 7.48 gallons/ft3
3. Projected volume of waste liquid produced during draw down period
f, temporary storage period according to structural design
13.0 inches
9.0 1inches
6.0 inches
92500 it
345950 gallons
180 days
g. volume of waste produced according to structural design 121058 it3
h. current herd # 3600 certified herd # 3672
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 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)
118684 it'
�it3
42875 ft3
201411 gallons
0.88 Ibs/1000 gal.
481.7 lbs. PAN
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): 1 Lagoon 2
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)
a. line c/12 x line d x 7.48 gallons/ft3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
16.0 inches
21.6 inches
5.6 inches
140000 ft2
488693 gallons
180 days
g. volume of waste produced according to structural design 161410.9 ft3
h. current herd # F774600 certified herd # 4896
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 F 10/90/2018
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)
158246 ft'
ft3
81666.7 ft3
299091 gallons
0.78 Ibs/1000 gal.
614.5 Ibs. PAN
PoA (30 Day) 2/21/00

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 71-03 County: Ponder
Facility Name: Charles Wooten Fans 162
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 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon NamellD: CW1 CW2
Splllway(Y or N): N N
Level(inches): 11.5 18
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 stone 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 1 have reviewed the information listed above and included within the
attached Plan of Action, and to the beat of my knowledge and ability, the information is
accurate and correct.
Charles Wooten Phone: [phone]
Faac+ili�ty Owner/Manager (print)
C`(_" S �E)©� Date: 1/2/2019
Facility OwnerlManager (signature)

H. 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
2. Structure ID: Lagoon 2
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
line In =
532.4 lb PAN
line In =
614.5 lb PAN
line In =
lb PAN
line In =
lb PAN
line m =
lb PAN
line in =
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 rim nS Tn wwrcu nau r amuu y nv ..,....�.. ........... �........, ......._
o. tract #
p, field #
- - _ --- - -.. -
G. crop
.......- r.-
r, acres
- . -.-- vV.\PwV
s. remaining IRR
2 PAN balance
(Ib/acre)
. nw Jv
t. TOTAL PAN
sALANCEFOR
FIELD (lbs.)
column r x s
Wl I VCnlww.
u. application window'
1
all Grain
3. 77
50.00
188.5
Sept -April
2
Small Grain
314
50.00
169.5
Se t-A nil
3
Small Grain
4,46
15.80
70.5
Se t-A ril
_
4
Small
Grain
4.48
32.90
147.4
Se -A ril
6
Small
Grain
5.16
26.30
135.7
Seompril
6
Small Grain
5.16
20.20
104.2
Sept -April
7
Small Grain
5,07
60.00
253.5
Se t• nil
8
Smail Grain
3.24
40.50
131.2
Se t- nil
9
Small Grain
4.04
42.70
172.6
Sapt-April
10
Small Grain
2.80
8.70
24.4
Sept -April
I
iSmallGrain
4,32
37.00
150.8
Sept -April
12
Small Grain
2,60
7.50
21.0
Sept -April
r�
- Qo cowicu.. -p ennumy appucaaon 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) _
IV. FACILITY'S PDA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) =
POA (30 Day) 2/21100
1578.2 lb. PAN
1146.9 lb. PAN

x. Crop's remaining PAN balance (line v from section III) = 1678.2 lb. PAN
Y. Overall PAN balance (w • x) _ -43 ib. PAN
Line y must show as a deficit, if lino 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.
onto existing spray fields will continue as weather and field conditions permit. Additional land IS
for pumping if needed.
PoA (30 Day) 2/21/00

PLAN OF ACTION (PON 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 (10): Lagoon 1
2. Current liquid volume in 25 yr./24 hr. storm storage 8 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 gailons/ft3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
12.0 inches
1 g.0 Inches
7.0 inches
92500 ft2
403e08 gallons
180 days
g, volume of waste produced according to Structural design 121058 ftl
h. current herd # 3600 certified herd # 3672
actual waste Produced = current herd # x line g = 118684 ft3
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k.(lines h+i+j)x7.48x 30 daysBinef=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 10l10/2016
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) 2/21100
�Jft3
42875 W
201411 gallons
0.88 Ibs/10o0 gal.
632.4 lbs. PAN

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
I. Structure Name/Identifier (ID) Lagoon 2
2. Current liquid volume in 25 yrJ24 hr. storm storage & structural freeboard
a, current liquid level according to marker
b. designed 25 yr.124 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 cJ12 x line d x 7.48 gallons/ft'
3. Projected volume of waste liquid produced during draw down period
I. temporary storage period according to structural design
16.0 inches
21.6 inches
5.6 inches
140000 ft'
488693 gallons
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 = 168246 ft'
certified herd #
1. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + I +j) x T48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated F 10/100018
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
81668.7 ft3
299091 gallons
0.78 ibs/1000 gal.
614.6 lbs. PAN

It. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: Lagoon 1
2,
structure ID:
3.
structure ID:
4.
structure ID:
5.
structure 10:
6.
structure ID:
n.lines I+2+3+4+5+6=
o. line n
/ 27154 -
line I = 62398 gallons
line I =
gallons
line I =
gallons
line I =
gallons
line I =
gallons
line I =
gallons
62398 gallons
2.30 acre -inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING S 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, andlor 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. maximurn
application tale
(iathr)
w. maximum
application
amount (inches)
13
Small Grain
3.47
40
o.5
.5-1.0
14
Small Grain
2.40
8.3
0.5
.5-1.0
16
Small Grain
5.37
60
0.5
.5-1.0
16
Small Grain
6.00
32.4
0.5
.5-1.0
X. total acres available during 6 day draw down (sum of column t) = 17.24 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA to. Day) 2 I 2 0.13 inches par acre to be applied within 5 days

fine 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,
1. Describe moisture conditions of fields? (e.g. Is there water standing in field: does irrigation
per irrigation event; changes made in gun sizes, nozzles, "c" rings, operating time, travel speed, etc. to
PoA (5 Day) 2f21100

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 tone
(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 gallonslfl'
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
11.5 inches
F---7-2-01 Inches
0.5 inches
92500 ftZ
28829 gallons
160 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 ft3
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 + f +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

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 71-03 County: Pander
Facility Name: Charles Wooten Farm 1 &2
Certified Operator Name: Charles Wooten, JR Operator Number: AWA17988
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 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon NameltD: CW1
Spiilway(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)
`._ .t � U R lI I _ � Date: 1/7/2019
Facility Owner/Manager (signature)

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: Lagoon 1
2.
structure ID:
3.
structure ID:
4.
structure ID:
5.
structure ID:
6.
structure ID:
n.lines1+2+3+4+5+6=
o. line n
127154 =
line I = 91227 gallons
line I =
gallons
line I =
gallons
line I =
gallons
line I =
gallons
line I =
gallons
91227 gallons
3.36 acre -inches
Ili. 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 19.
IRR-2 PAN
balance
(IWacre)
maximum
application rate
(in/hr)
w. maximum
application
amount (inches)
13
Small Grain
3.47
401
0.5
.5-1.0
14
Small Grain
2.40
8,31
0.5
.5-1.0
15
Small Grain
5.37
50
0.5
.5-1.0
16
Small Grain
6.00
32A
0.5
.5-1.0
x. total acres available during 5 day draw down (sum of column t) = 17.24 acres
IV. FACILITY'SPoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA (u Day) 2/2?100- e 0.19 Inches per acre to be applied within 5 days

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,
1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
equipment mar down in field "trafficabilit " across soils will soils absorb application without runoff, etc)
2. Date and amount of last rainfall event?
DATE: F .01/01/19 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
for
PoA (5 Day) 2/21100

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): 1 Lagoon 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 7,46 gallons/ft3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
g. volume of waste produced according to structural design
h. current herd # 1 3600 certified herd #1 3672
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
1. total volume to be land applied line e + line k =
11.D inches
1-2-01 inches
1.0 inches
92500 ft2
67658 gallons
180 days
121058 ft3
118684 ft3
t �1ft3
L 42$7�51ft3
33568 gallons
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) 2/21100

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 71.03 County: Ponder
Facility Name: Charles Wooten Farm 1&2
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 t Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: CW1 CW2
Spillway(Y or N): N N
Level(inches); 16 13
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or morn 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)
ON`t IC
,� � 4�(� �.�t1 Date: 1/2912019
Facility Owner! anager (signature)

II, TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: Lagoon 1
line m =
268.0 lb PAN
2.
Structure ID: Lagoon 2
line m =
732.1 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 =
Ib PAN
n.lines 1+2+3+4+5+8= 1000.1lbPAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS Tn WHICH PAN t^ANN^Y etc soot ten m amine Yute ..,...A. n
o. tract #
p. field #
q. crop
r. acres
�. remaining IRR
2 PAN balance
(Nracre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
1
Small Grain
3.771
38.50
145.1
Se t-A ril
2
Small Grain
3.39
27.90
94.6
Sept -April
3
Small Grain
4.46
16.80
70.5
Sept -April
4
Small Grain
4.48
25.50
114.2
Sept -April
5
Smelt Grain
5.16
21.20
109.4
Sept -April
6
Small Grain
5.16
21.10
108.9
Se t-A rd
7
Small Grain
5,07
50.00
263.6
Sept -April
8
Small Grain
3.24
33.90
109.8
Se t-A r�
9
Small Grain
4,04
42.70
172.5
Sept -April
10
Small Grain
2.80
8.70
24.4
Se t-A ril
11
Small Grain
4.32
31.60
136.5
Sept -,April
12
Small Grain
2.80
7.60
21.3
Se t-A ril
13
Small Grain
3.47
40.00
138.8
Sept -April
tom._
-.... ... v anuniy appnwuen uate or next crop appucation Deginning date for available
receiving crops during 30 day draw down period,
V. Total PAN available for all fields (sum of column t) = 1409.5 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
W. Total PAN to be land applied (line n from section 11) = 1000.1 lb. PAN
PoA (30 Day) 2121 /00

x. Crop's remaining PAN balance (line v from section 111) = 1499.5 lb. PAN
Y. Overall PAN balance (w - x) = -499 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
onto existing spray fields will continue as weather and field conditions permit. Additional land is
for pumping if needed.
POA (30 Day) 2121100

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/klentifier (ID): Lagoon 1
2. Current liquid volume In 25 yr./24 hr. storm storage 8 structural freeboard
a. current liquid level according to marker
b. designed 25 yr./24 hr. storm R 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/ft4
3. Projected volume of waste liquid produced during draw down period
I. temporary storage period according to structural design
16.0 inches
19.0 inches
3.0 inches
92500 ft3
172975 gallons
180 days
g. volume of waste produced according to structural design 121058 ft3
h. current herd # F 1900 certified herd # 3672
actual waste produced = current herd # x line g = 62639 ft3
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 10110/2018
m. ((lines e + k)f1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2121/00
W
42875 ft3
131541 gallons
0.88 I1bs/1000 gal.
268.0 Ibs. PAN

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 (10): Lagoon 2
2. Current liquid volume in 25 yr.124 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)
a, line c/12 x line d x 7.48 gallons/fe
3. Projected volume of waste liquid produced during draw down period
I. temporary storage period according to structural design
13.0 Inches
7­21-6-1 inches
8.6 Inches
140000 R2
750493 gallons
180 days
g. volume of waste produced according to structural design 161410.9 it'
In. current herd # r 2100 certified herd # 4696
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 + 1 + 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 F 10/1012018
M. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(CIIck on the next Structure tab Shown below)
PoA (30 Day) 2/21 /00
69233 W
��fta
81668,7 ft�
188121 gallons
0.78 Ibs/1000 gal.
732.1 Ibs. PAN