310014_POA DM Section 3 05222020_20200527

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-14
Facility Name: DM Section 3
County: Duplin
Certified Operator Name: Tonya Branson Operator Number:
1007345
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
3-1 3-2 3-3 Wendy 1 Wendy 2 Wendy 3
no no no no no no
18 22 20 17 18 20
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.
XXXX 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: 5/26/2020
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.
Ironside Investment Management Phone:
Facility Owner/Manager (print)
6 Y ': -4 �,ntv * V
Facility Owner/Manager (signature)
Date:
910-285-1357
5/22/2020

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:
3-1
line m =
394.2 lb PAN
2. Structure ID:
3-2
line m =
256.0 lb PAN
3. Structure ID:
3-3
line m =
1536.8 lb PAN
4. Structure ID:
Wendy 1
line m =
360.3 lb PAN
5. Structure ID:
Wendy 2
line m =
380.9 lb PAN
6. Structure ID:
Wendy 3
line m =
95.9 lb PAN
n. lines 1 +2+3+4+5+6= 3024.1 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PFRIOn_ ISO NOT I IST FIFI IDS TO WHICH PAN CANNOT RF APPI IFn mIRING THIS in nAY PFRIOn_
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'
1-12
Bermuda
27.9
178.00
4966.2
Mar -Sep
40-46
Bermuda
20.8
269.00
5595.2
Mar -Sep
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) = 10561.4 Ib. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 3024.1 Ib. PAN
x. Crop's remaining PAN balance (line v from section III) = 10561.4 Ib. PAN
y. Overall PAN balance (w - x) = -7537 Ib. PAN
ine y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
aul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
ased on new information. If new fields are to be included as an option for lowering lagoon level, add these
elds to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
nother permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
:ceiving facility.
NARRATIVE:
Irrigation onto existing spray fields will begin as weather and field conditions permit. There is sufficient land and
PAN available.
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): 3-1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.01 inches
b. designed 25 yr./24 hr. storm &structural freeboard 19.01 inches
c. line b - line a (inches in red zone) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 89440 ft2
e. line c/12 x line d x 7.48 gallons/W 55751 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 130870 ft3
h. current herd # 1 1058 certified herd #1 3960
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 3 yr av
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)
34965 ft:3
01 W
54,308 ft3
111293 gallons
2.36 Ibs/1000 gal.
394.2 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 Name/Identifier (ID): 3-2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 22.01 inches
b. designed 25 yr./24 hr. storm &structural freeboard 19.01 inches
c. line b - line a (inches in red zone) _ -3 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 136416 1ft2
e. line c/12 x line d x 7.48 gallons/ft3-255098 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 206220 ft3
h. current herd # 1 6489 certified herd #1 6240
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 3 yr av
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)
214449 ft'
0 W
82250 ft3
369885 gallons
2.23 Ibs/1000 gal.
256.0 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 Name/Identifier (ID): 3-3
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 20.01 inches
b. designed 25 yr./24 hr. storm &structural freeboard 30.01 inches
c. line b - line a (inches in red zone) = 10.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 132454 1ft2
e. line c/12 x line d x 7.48 gallons/ft3 825630 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 263084 ft3
h. current herd # 1 3760 certified herd #1 7980
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 3 yr av
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)
123959 ft'
0 W
75833 ft3
249074 gallons
1.43 Ibs/1000 gal.
1536.8 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 Name/Identifier (ID): Wend y 1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.01 inches
b. designed 25 yr./24 hr. storm &structural freeboard 19.01 inches
c. line b - line a (inches in red zone) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 67081 ft2
e. line c/12 x line d x 7.48 gallons/W 83628 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 73254 ft3
h. current herd # 1 1063 certified herd #1 2222
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 3 yr av
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)
35045 ft:3
01 W
40965 ft3
94759 gallons
2.02 Ibs/1000 gal.
360.3 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 Name/Identifier (ID): Wend y 2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.01 inches
b. designed 25 yr./24 hr. storm &structural freeboard 19.01 inches
c. line b - line a (inches in red zone) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 67081 ft2
e. line c/12 x line d x 7.48 gallons/W 41814 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 73440 ft3
h. current herd # 1 2560 certified herd #1 2222
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 3 yr av
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)
84611 ft'
0 W
40965 ft3
156552 gallons
1.92 Ibs/1000 gal.
380.9 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 Name/Identifier (ID): Wend y 3
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 20.01 inches
b. designed 25 yr./24 hr. storm &structural freeboard 19.01 inches
c. line b - line a (inches in red zone) _ -1 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 87954 ft2
e. line c/12 x line d x 7.48 gallons/W -54825 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 73254 ft3
h. current herd # 1 1081 certified herd #1 2222
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 3 yr av
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)
35638 ft:3
01 W
51307 ft3
108391 gallons
1.79 Ibs/1000 gal.
95.9 lbs. PAN
PoA (30 Day) 2/21/00