310124_5 day poa_20210226

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-124
Facility Name: J&R Farm
County: Duplin
Certified Operator Name: Jason Cavenaugh Operator Number: AWA 18735
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
Lag 1 Lag 2
N N
11 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. 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
cif 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.
Jason Cavenaugh Phone.
Facility Owner/Manager (print)
)CL_C
hU Date:
—Facility Owner/Manager (signat )
910-289-7659
2/26/2021

IL TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD ANDIOR 25 YR.I24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Lagoon 1 line m = 1097.5 lb PAN
2. Structure ID: Lag 2 line m = 1435.0 lb PAN
3. Structure ID: line m = lb PAN
4. Structure ID: line m = lb PAN
5. Structure ID: line rn = lb PAN
6. Structure ID: line m = lb PAN
n. lines 1 + 2 + 3 + 4 + 5 + 6 = 2532.5 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST Fin nS M W141r`la PAKu r`AAIAIPIT QC Aorm 10r% r%I IMILF�
D. tract #
p. field #
q. crop
r. acres
S. remaining IRR-
2 PAN balance
(Ib/acre)
v A A AAV JV
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
V/11 rGnIV U.
u. application window'
1
Bermuda
35.47
169.00
5994.4
March -Sept
'State current
crop endina annJir:atinn rintP nr npYt r rnn nnnl;r+ Finn konin ,;r„v 4
4. F
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) _
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section ll)
5994.4 lb. PAN
2532.5 lb. PAN
PoA (30 Day) 2/21100

x, Crop's remaining PAN balance (line v from section ill) = 5994.4 Ib. PAN
y. Overall PAN balance (w - x) _ -3462 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.
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is avai
for pumping if needed. Bermuda yeilds have been increased because producer will be cutting for hay.
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): I Lagoon 1
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)
e. line c/12 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
11.0 inches
19.5 inches
8.5 inches
67375 ft'
356975 gallons
180 days
g. volume of waste produced according to structural design 80705 ft3
h. current herd # F-2-44-8-1 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 1 1/13/2021
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)
53803 ft'
© ft3
39302.1 ft3
116071 gallons
2.32 Ibs/1000 gal.
1097.5 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): 11-ag 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/W
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
11.0 inches
19.0 inches
8.0 inches
96100 ff
479219 gallons
180 days
g. volume of waste produced according to structural design I 121058 ft3
h, current herd # 1 3672 certified herd # 3672
actual waste produced = current herd # x line g T 121058 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 1/13/2021
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
®f3
56058 ft3
220805 gallons
2.05 Ibs/1000 gal.
1435.0 lbs. PAN
PoA (30 Day) 2/21/00

ll. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: La oon 1
fine I =
42808 gallons
2. structure ID: Lagoon 2
line I =
71550 gallons
3. structure ID:
line I =
gallons
4. structure ID:
line I =
gallons
5. structure ID:
line I =
gallons
6. structure ID:
line I =
gallons
n. lines 1+2+3+4+5+6=
o. line n 127154 =
114358 gallons
4.21 acre -inches
III. TOTAL. ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD1.2
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. tract #
q. field #
r. soil type
s. crop
t. acres
u. remaining
IRR-Z PAN
balance
(lb/acre)
v. maximum
application rate
(in/hr)
w. maximum
application
amount (inches)
1
Woodington
Small Grain
35.47
15.00
0A
1
2
Foreston
Small Grain
13.88
8.00
0.5
1
sub3
Noboco
Small Grain
11.05
6.00
0.5
1
1
Wo
Bermuda
35.47
169
0.4
1
x. total acres available during 5 day draw down (sum of column t) = 95.87 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA (5 Day) 2/21 /00

y. line o = 0.04 inches per acre to be applied within 5 days
line x
If unable to land apply hydraulic load listed in line y, lust 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 clown in tield; "tratticabilit " across soils; will soils absorb application without runoff, etc.
jam, aiiu amuuiu ui idsr iainraii event!
DATE:
lication
AMOUNT: I inches
71VG11 vNuinuni sun cmu wearner conarrions, is irrigation equipment capable of applying the volume in
ime n at appropriaie seasonal i.e. winter application rates within 5 da
n schedule for next 5 days - include daily schedule; proposed application rates and amounts
rrigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to
meet proposea cnan es in application rates and amounts; and any other information for con
PoA (5 Day) 2/21 /00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): La oon 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/W
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 # 0 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 =
11.0 inches
12A inches
1.0 inches
67375 ftz
41997 gallons
180 days
80705 Jft3
ft3
l7ft3
3902.1 Jft3
811 gallons
42808 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
FIVE (5) DAY DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 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. fine 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/f13
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 # Q 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
I. total volume to be land applied line e + line k
11 .01 inches
12.0 inches
1.0 inches
96100 ftz
59902 gallons
180 days
3
ft3
-1 ft3
56058 ft3
11648 gallons
71550 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