710069_5 day and 30 day POA_20190124

I-21q- I I
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 71-69
Facility Name: Bear Ridge
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 1 Lagoon-2 'Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID:
Spillway(Y or N):
Level(inches): 10
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. Bolume and PAN content of waste
to be pumped and hauled is,retiected 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 DWO 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.
Chuck Wooten Phone: [phone]
Facility Owner/Manager (print)
C�( , }`�E�—� Date: 1/24/2019
Facility OwnerlManager (signature)

(I. 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: Bear Ridge
line m =
635.2 lb PAN
2.
Structure ID:
line m =
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= 635.2lbPAN
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 (Ibs.)
column r x s
u. application window'
1
Small Grain
4.30
50.00
215.0
Sept -April
3
Small Grain
6.54
50.00
327.0
Sept -April
4
Small Grain
5.76
40.00
230.4
Sept -April
5
Small Grain
3.87
40.00
154.8
Sept -April
6
Small Grain
3.50
40.00
140.0
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) = 1067.2 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 635.2 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line.v from section III) = 1067.2 lb. PAN
y. Overall PAN balance (w - x) _ -432 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. Esitmated PAN on pulls 4,5&6
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): Bear -Ridge
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 10.0 inches
b. designed 25 yr./24 hr. storm &-structural freeboard 21.6 inches
c. line b - line a (inches in red zone) = 11.6 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 100000 e
e. line c/12 x line d x 7.48 gallons/ft' 723067,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 121058.2 ft3
h. current herd # 200 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 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) 2121/00
6594 ft'
® ft3
58333.3 ft3
80942 gallons
0.79 Ibs/1000 gal.
635.2 Ibs. PAN

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
_1.
structure ID: Bear Ridge
line I =
149802 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.lines1+2+3+4+5+6=
o. line n 127164 =
149802 gallons
6.52 acre -inches
Ill. 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.
um
..
W(lbfacre)
IRR-2 PAN
balance
..
:�
..
x. total acres available during 5 day draw down (sum of column t) = 6.42 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA y Da -.line o - 0.86 inches per acre to be applied within 5 days
lo� y)

line x i
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.
f
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 field; "trafficabili " across soils• will soils absorb application without runoff, etc.
z_ uate ana amount of last raintan event'?
DATE: 01/13/19 AMOUNT: 0.40 inches
3. Dates of last waste application event per field: .
1/12/2019 - pu114
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
meet pr000sed changes in application rates and amounts; and any other information for consideration.
3
PoA (5 Day) 2/21/00
J

1,
;�# ��A
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): Bear Ridge
2. Current liquid volume in structural freeboard
a. current liquid level according.to marker 10.0 inches
b. designed structural freeboard zone 12.0 inches
(Normally 12 inches or greater)
c. line b - line a (inches within structural freeboard) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 100000 ft2
e. line c/12 x line d x 7.48 gallons/ft3 124667 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 121058.2 ft3
h. current herd # 1900 certified herd # 3672
actual waste produced = current herd # x line g = 62639 ft'
certified herd #
i, volume of wash water according to structural design lft3
j. excess rainfall over evaporation according to design 1 58333.3 ft3
k. (lines h + i + j) x 7.48 x 5 days/line f = _25135 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 = 149802 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