310015_Plan of Action_20180926

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-15, County:. Duplin
Facility Name: Mag 3 Section 4
Certified Operator Name: Doug Atkins Operator Number: 986738
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
Mag3 4-1 4-2 4-3 4-4 3-4 3-5
no no no no no no no
54 18 17 - 15 22 10 16
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: 9/25/2018
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
Facility Owner/Manager (print)
Facility Owner/Manager (signature)
Phone: [phone]
Date: 9/25/2018

a
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): 4-1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
18.0 inches
19.0 inches
1.0 inches
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) _
1
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/ft3
3. Projected volume of waste liquid produced during draw down period
182816 ftz
113955 gallons
f. temporary storage period according to structural design
180 days
g. volume of waste produced according to structural design
261740 ft3
h. current herd # 7920 certified herd # 7920
actual waste produced = current herd # x line g =
261740 ft'
certified herd #
i.- volume of wash water according to structural design
Offs
j. excess rainfall over evaporation according to design
109667 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f=
463021 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated - 7/19/2018
1.47 Ibs/1000 gal.
m. ((lines e + k)/1000) x line 1 =
848.2 lbs. PAN
REPEAT SECTION-1 FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21 /00

0
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PANTO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 4-2
2. "Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 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) 201056 ftz
e. line c/12 x line d x 7.48 gallons/ft3 250650 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 261105 ft3
h. current herd # 7920 certified herd # 7920
actual waste produced = current herd #.x line g = 261105 ft'
rartifiari ham It
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 7/19/2018
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)
0 ft3
145296 ft3
506647 gallons
1.27 Ibs/1000 gal.
961.8 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): 4'3
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 15.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 4.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 211500 ft2
e. line c/12 x line d x 7.48 gallons/ft3 527340 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 # 7980 certified herd # 7980
actual waste produced = current herd # x line g = 263084 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 7/19/2018
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)
0 ft3
138390 ft3
500504 gallons
1.66 Ibs/1000 gal.
1706.2 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): 3-4
i
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 10.0 1 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 9.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 225625 ft2
e, line c/12 x line d x 7.48 gallons/ft3 ' 1265756 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 261105 ft3
h. current herd # 7920 certified herd # 7920
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 7/19/2018
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)
261105 ft'
0 ft3
156128 ft3
520150 gallons
0.68 Ibs/1000 gal.
1214A Ibs. PAN
PoA (30 Day) 2/21/00

ri
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): 3-5
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) 225400 ftz
e. line c/12 x line d x 7.48 gallons/ft' 421498 gallons
3. Projected volume of waste liquid produced. during draw down period
f. temporary storage period according to structural design I 180 days
g. volume of waste produced according to structural design 1 261105 ft3
h. current herd # 7920 certified herd #1 7920
actual waste produced = current herd # x line g = 261105 ft'
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 7/19/2018
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)
0 ft3
153533 ft3
516915 gallons
1.54 Ibs/1000 gal.
1445.2 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:
4-1
line m =
848.2 lb PAN
2.
Structure ID:
4-2
line m =
961.8 lb PAN _
3.
Structure ID:
4-3
line m =
1706.2 lb PAN
4.
Structure ID:
3-4
l line m =
11214.4 lb,PAN
5.
Structure ID:
3-5-
line m =
1445.2 lb PAN
6.
Structure ID:
line m =
lb PAN
n.lines I+2+3+4+5+6= 6175.7lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD- DO NOT LIST FIELDS TO WHICH PAN CANNOT BF APPI IFD DURING THIS nn DAY PERIOD
o. tract #
p. field•#
q. crop
r acres
s remaining IRR
2 PAN balance
(lb/acre)
L TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u applicabon window'
1-4
Bermuda
18.2
160.00
2912.0
Mar - Se
5-7
Bermuda
13
222.00
2886.0
Mar - Se
8-12
Bermuda
21.00
160.00
33600
Mar - Se
13-20
Bermuda
57.00
101.00
5757.0
Mar - Se
'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) = 14915.0 lb. PAN
IV. FACILITY'S PDA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section ll) = 6175.7 lb. PAN'
x. Crop's remaining PAN balance (line v from section III) = 14915.0 lb. PAN
y. Overall PAN balance (w - x) _ -8739 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 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) 2/21700