310014_30 day poa_20210330

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
14 21 16 13 14 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.
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: 4/2/2021
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)
CIY .41�1�1oati Date
Facility Owner/Manager (signature)
910-285-1357
3/30/2021

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 14.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 5.0 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/ft3 278755 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 # 4119 certified herd # 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 1 1/11/2021
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)
136125 fts
Oft3
54,308 ft3
237406 gallons
2.69 Ibs/1000 gal.
1388.5 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): 3-2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 21.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) _ -2 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 136416 ft2
e. line c/12 x line d x 7.48 gallons/ft3-170065 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 # 4143 certified herd # 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 1 1/11/2021
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)
136918 ft3
Oft3
82250 ft3
273230 gallons
2.93 Ibs/1000 gal.
302.3 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): 3-3
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 30.0 inches
c. line b - line a (inches in red zone) = 14.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 132454 ft2
e. line c/12 x line d x 7.48 gallons/ft3 1155882 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 # 5581 certified herd # 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 1 1/11/2021
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)
183994 ft3
Oft3
75833 ft3
323918 gallons
1.61 Ibs/1000 gal.
2382.5 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): Wendy 1
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 19.0 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) 67081 ft2
e. line c/12 x line d x 7.48 gallons/ft3 250883 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 # 1436 certified herd # 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 1 1/11/2021
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)
47341 ft3
Oft3
40965 ft3
110089 gallons
1.78 Ibs/1000 gal.
642.5 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): Wendy 2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 14.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 5.0 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/ft3 209069 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 # 2059 certified herd # 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 1 1/11/2021
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)
68053 ft3
Oft3
40965 ft3
135909 gallons
2.53 Ibs/1000 gal.
872.8 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): Wendy 3
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 19.0 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) 87954 ft2
e. line c/12 x line d x 7.48 gallons/ft3 328948 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 # 1402 certified herd # 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 1 1/11/2021
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)
46221 fts
Oft3
51307 ft3
121584 gallons
1.68 Ibs/1000 gal.
756.9 Ibs. PAN
PoA (30 Day) 2/21/00

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 =
1388.5 lb PAN
2.
Structure ID:
3-2
line m =
302.3 lb PAN
3.
Structure ID:
3-3
line m =
2382.5 lb PAN
4.
Structure ID:
Wendy 1
line m =
642.5 lb PAN
5.
Structure ID:
Wendy 2
line m =
872.8 lb PAN
6.
Structure ID:
Wendy 3
line m =
756.9 lb PAN
n.lines 1+2+3+4+5+6= 6345.4lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PFRIDD_ D0 NCIT LIST FIELDS Tn WHICH PAN CANNOT BF APPLIED nL1RING THIS 3n DAY PFRion_
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
�14516.8
u. application window'
1-12
Bermuda
68.8
211.00
Mar -Sep
13-15
Bermuda
21
211.00
4431.0
Mar - Sep
16-18
Bermuda
11.07
211.00
2335.8
Mar -Sep
19-23
Bermuda
19.90
269.00
5353.1
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) = 26636.7 lb. PAN
IV. FACILITY'S PDA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 6345.4 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 26636.7 lb. PAN
y. Overall PAN balance (w - x) = -20291 lb. PAN
ine y must show as a deficit. If line y does not show as a deficit, list course of action here including pump anc
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