710096_Plan of Action_20190129

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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): 16 13
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. 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:
Facility Owner/Manager (print)
IS n Date:
Facility Owner/ anager (signature)
910-231-0526
1/29/2019

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD ANDIOR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY'
1. Structure ID: Lagoon 1 line m = 268.0 Ib,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 = lb PAN
n.lines 1+2+3+4+5+6= 1000.1lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOn_ nO NOT LIST FIEI_nS Tn WHICH PAN CANNnT RP APPI min ni 1RINr: T141C nn nAv PF+I?1nn
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
3.77
38.50
145.1
Sept -April
2
Small Grain
3.39
27.90
94.6
Sept -April
3
Small Grain
4.46
15.80
70.5
Se t-A ril
4
Small Grain
4.48
25.50
114.2
Sept -April
5
Small Grain
5.16
21.20
109.4
Sept -April
6
Small Grain
5.16
21.10
108.9
Sept -April
7
Small Grain
5.07
50.00
253.5
Sept -April
8
Small Grain
3.24
33.90
109.8
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
31.60
136.5
Sept -April
12
Small Grain
2.80
7.60
21.3
Sept -April
13
Small Grain
3.47
40.00
138.8
Sept -April
titate 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) = 1499.6 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1000.1 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section III) = 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
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

.11
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 16.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 3.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 92500 ft2
e. line c/12 x line d x 7.48 gallons/ft3 172975 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--19-0-0-1 certified herd #1 3672
actual waste produced = current herd # x line g = 62639 ft'
certified herd #
i. volume of wash water according to structural design ft3
j, excess rainfall over evaporation according to design E742875ft3
k. (lines h + i + j) x 7.48 x 30 days/line f= 131541 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 10/1012018
m. ((lines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00
0.88 Ibs/1000 gal.
268.0 lbs. PAN

s
r
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 2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 13.0 inches
'b. designed 25 yr./24 hr. storm & structural freeboard 21.6 inches
c. line b - line a (inches in red zone) = , 8.6 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) J 140000 ftZ
e. line c/12 x line d x 7.48 gallons/ft3 750493 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 16141 0.9ft3
h. current herd # 21001 certified herd # 4896
actual waste produced = current herd # x line g = 69233 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 10/10/2018
11
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
�fts
81666.7 ft3
188121 gallons
0.78 Ibs/1000 gal.
732.1 lbs. PAN