820627_POA for high freeboard_20230317

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:
Facility Name:
Certified Operator Name:
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):
2. Check all applicable items
X
3. Earliest possible date to begin land application of waste:
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.
W Gregory Thornton
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.
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
Facility Owner/Manager (print)
Facility Owner/Manager (signature)
82-627
3 Boys Run McGill Farm
Lagoon 1
1
N
17
W Gregory Thornton
Lagoon 2
Lagoon 3
County:
Operator Number:
Lagoon 4
Phone:
Date:
Sampson
Lagoon 5
3/14/2023
910-214-6359
3/16/2023
1001866

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
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 #
8609
8609
8609
8609
1State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw down period.
IV. FACILITY'S PoA OVERALL PAN BALANCE
w.
x.
y.
NARRATIVE:
1. Structure ID:
2. Structure ID:
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
n.
p. field #
1
2
3
4
v. Total PAN available for all fields (sum of column t) =
Total PAN to be land applied (line n from section II) =
Crop's remaining PAN balance (line v from section III) =
Overall PAN balance (w - x) =
1
lines 1 + 2 + 3 + 4 + 5 + 6 =
q. crop
coastal bermuda
coastal bermuda
coastal bermuda
coastal bermuda
r. acres
5.37
5.47
5.03
4.93
line m =
line m =
line m =
line m =
line m =
line m =
s. remaining IRR-2 PAN balance (lb/acre)
245
245
245
245
471.50928
0
0
0
0
0
471.50928
t. TOTAL PAN BALANCE FOR FIELD (lbs.) column r x s
1315.65
1340.15
1232.35
1207.85
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
5096
471.50928
5096
-4624.49072
lb PAN
lb PAN
lb PAN
lb PAN
lb PAN
lb PAN
lb PAN
u. application window1
Mar-Sep
Mar-Sep
Mar-Sep
Mar-Sep
lb. PAN
lb. PAN
lb. PAN
lb. PAN

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.
2.
3.
4.
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure Name/Identifier (ID):
Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a.
b.
c.
d.
e.
Projected volume of waste liquid produced during draw down period
f.
g.
h.
i.
j.
k.
Total PAN to be land applied during draw down period
l.
m.
current liquid level according to marker
designed 25 yr./24 hr. storm & structural freeboard
line b - line a (inches in red zone) =
top of dike surface area according to design
(area at below structural freeboard elevation)
line c/12 x line d x 7.48 gallons/ft3
temporary storage period according to structural design
volume of waste produced according to structural design
current herd #
actual waste produced = current herd # x line g =
volume of wash water according to structural design
excess rainfall over evaporation according to design
(lines h + i + j) x 7.48 x
current waste analysis dated
((lines e + k)/1000) x line l =
2580
30
1
certified herd #
certified herd #
days/line f=
2/10/2023
2580
17
19
2
65856
82100.48
180
83738
83738
0
39514
153654.16
2
471.50928
inches
inches
inches
ft2
gallons
days
ft3
ft3
ft3
ft3
gallons
lbs/1000 gal.
lbs. PAN

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.
2.
3.
4.
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure Name/Identifier (ID):
Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a.
b.
c.
d.
e.
Projected volume of waste liquid produced during draw down period
f.
g.
h.
i.
j.
k.
Total PAN to be land applied during draw down period
l.
m.
current liquid level according to marker
designed 25 yr./24 hr. storm & structural freeboard
line b - line a (inches in red zone) =
top of dike surface area according to design
(area at below structural freeboard elevation)
line c/12 x line d x 7.48 gallons/ft3
temporary storage period according to structural design
volume of waste produced according to structural design
current herd #
actual waste produced = current herd # x line g =
volume of wash water according to structural design
excess rainfall over evaporation according to design
(lines h + i + j) x 7.48 x
current waste analysis dated
((lines e + k)/1000) x line l =
30
certified herd #
certified herd #
days/line f=
0
0
0
0
0
inches
inches
inches
ft2
gallons
days
ft3
ft3
ft3
ft3
gallons
lbs/1000 gal.
lbs. PAN

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.
2.
3.
4.
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure Name/Identifier (ID):
Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a.
b.
c.
d.
e.
Projected volume of waste liquid produced during draw down period
f.
g.
h.
i.
j.
k.
Total PAN to be land applied during draw down period
l.
m.
current liquid level according to marker
designed 25 yr./24 hr. storm & structural freeboard
line b - line a (inches in red zone) =
top of dike surface area according to design
(area at below structural freeboard elevation)
line c/12 x line d x 7.48 gallons/ft3
temporary storage period according to structural design
volume of waste produced according to structural design
current herd #
actual waste produced = current herd # x line g =
volume of wash water according to structural design
excess rainfall over evaporation according to design
(lines h + i + j) x 7.48 x
current waste analysis dated
((lines e + k)/1000) x line l =
30
certified herd #
certified herd #
days/line f=
0
0
0
0
0
inches
inches
inches
ft2
gallons
days
ft3
ft3
ft3
ft3
gallons
lbs/1000 gal.
lbs. PAN

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.
2.
3.
4.
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure Name/Identifier (ID):
Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a.
b.
c.
d.
e.
Projected volume of waste liquid produced during draw down period
f.
g.
h.
i.
j.
k.
Total PAN to be land applied during draw down period
l.
m.
current liquid level according to marker
designed 25 yr./24 hr. storm & structural freeboard
line b - line a (inches in red zone) =
top of dike surface area according to design
(area at below structural freeboard elevation)
line c/12 x line d x 7.48 gallons/ft3
temporary storage period according to structural design
volume of waste produced according to structural design
current herd #
actual waste produced = current herd # x line g =
volume of wash water according to structural design
excess rainfall over evaporation according to design
(lines h + i + j) x 7.48 x
current waste analysis dated
((lines e + k)/1000) x line l =
30
certified herd #
certified herd #
days/line f=
0
0
0
0
0
inches
inches
inches
ft2
gallons
days
ft3
ft3
ft3
ft3
gallons
lbs/1000 gal.
lbs. PAN

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.
2.
3.
4.
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure Name/Identifier (ID):
Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a.
b.
c.
d.
e.
Projected volume of waste liquid produced during draw down period
f.
g.
h.
i.
j.
k.
Total PAN to be land applied during draw down period
l.
m.
current liquid level according to marker
designed 25 yr./24 hr. storm & structural freeboard
line b - line a (inches in red zone) =
top of dike surface area according to design
(area at below structural freeboard elevation)
line c/12 x line d x 7.48 gallons/ft3
temporary storage period according to structural design
volume of waste produced according to structural design
current herd #
actual waste produced = current herd # x line g =
volume of wash water according to structural design
excess rainfall over evaporation according to design
(lines h + i + j) x 7.48 x
current waste analysis dated
((lines e + k)/1000) x line l =
30
certified herd #
certified herd #
days/line f=
0
0
0
0
0
inches
inches
inches
ft2
gallons
days
ft3
ft3
ft3
ft3
gallons
lbs/1000 gal.
lbs. PAN

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.
2.
3.
4.
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure Name/Identifier (ID):
Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a.
b.
c.
d.
e.
Projected volume of waste liquid produced during draw down period
f.
g.
h.
i.
j.
k.
Total PAN to be land applied during draw down period
l.
m.
current liquid level according to marker
designed 25 yr./24 hr. storm & structural freeboard
line b - line a (inches in red zone) =
top of dike surface area according to design
(area at below structural freeboard elevation)
line c/12 x line d x 7.48 gallons/ft3
temporary storage period according to structural design
volume of waste produced according to structural design
current herd #
actual waste produced = current herd # x line g =
volume of wash water according to structural design
excess rainfall over evaporation according to design
(lines h + i + j) x 7.48 x
current waste analysis dated
((lines e + k)/1000) x line l =
30
certified herd #
certified herd #
days/line f=
0
0
0
0
0
inches
inches
inches
ft2
gallons
days
ft3
ft3
ft3
ft3
gallons
lbs/1000 gal.
lbs. PAN