310683_Plan of Action_20181214

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PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-683
Facility Name:
S GRADY 6-9
County: Duplin
Certified Operator Name: Steve Grady Operator Number: 18050
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 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5 Lagoon 6
Lagoon Name/ID: 6 6A 7A 7B 8 9
Spillway(Y or N): N N N N N N
Level(inches): 15 15 14 14 16 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.
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. 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: 12/20/2018
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.
Steve Grady Phone: [phone]
Facility Owner/Manager (print)
Date: 12/14/2018
Facility Owner/Manager (signature)
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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:
6
line m =
360.0 Ib PAN
2.
Structure ID:
6A
line m =
147.0 lb PAN
3.
Structure ID:
7
line m =
519.7 lb PAN
4.
Structure ID:
7A
line m =
199.9 lb PAN
5.
Structure ID:
8
line m =
369.8 lb PAN
6.
Structure ID:
9
line m =
390.8 lb PAN
n.lines I+2+3+4+5+6= 1987.2lbPAN
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 #
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'
1128
1
small grain overseed
12.51
60.00
750.6
MAR-SEP
1128
2
small grain overseed
3.27
60.00
196.2
MAR-SEP
1128
3
small grain overseed
13.79
60.00
827.4
MAR-SEP
1128
4
small grain overseed
12.79
60.00
767.4
MAR-SEP
1128
5
small grain overseed
5.33
60.00
319.8
MAR-SEP
1128
6
small grain overseed
1.77
60.00
106.2
MAR-SEP
1128
7
small grain overseed
7.67
60.00
460.2
MAR-SEP
1128
8
small grain overseed
6.08
60.00
364.8
MAR-SEP
1128
9
small grain overseed
6.27
60.00
376.2
MAR-SEP
1128
10
small grain overseed
7.46
60.00
447.6
MAR-SEP
1128
11
small grain overseed
10.59
60.00
635.4
MAR-SEP
N amounts estimated
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) = 5251.8 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1987.2 lb: PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section III) = 5251.8 lb. PAN
y. Overall PAN balance (w - x) _ -3265 lb. 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 has begun and will continue as weather and field conditions permit.
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): 16
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./24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 4.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 90000 ft2
e. line c/12 x line d x 7.48 gallons/ft3 252450 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 121352 ft3
h. current herd # 3672 certified herd # 3672
actual waste produced = current herd # x line- g = 121352 ft'j
certified herd #
i. volume of wash water according to structural design Oft3
j. excess rainfall over evaporation according to design 56058 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f= 221'171 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 9/26/2018 0.76 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 360.0 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
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): 16A
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./24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 4.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 37656 ft2
e. line c/12 x line d x 7.48 gallons/ft' 105625 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 40353 ft'
h. current herd # 1224 certified herd #1 1224
actual waste produced = current herd # x line g = 40353 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 -1 9/26/2018
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)
�W
24223 ft3
80505 gallons
0.79 Ibs/1000 gal.
147.0 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): 1 7
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 19.5 inches
c. line b - line a (inches in red zone) = 5.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 96100 ftz
e. line c/12 x line d x 7.48 gallons/ft3 329463 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 121352 1ft3
h. current herd # 3672 certified herd # 3672
actual waste produced = current herd # x line g = 121352 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 9/26/2018
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
57881 ft3
223444 gallons
0.94 Ibs/1000 gal.
519.7 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): I 7A
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 19.5 inches
c. line b - line a (inches in red,zone) = 5.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 38144 ft2
e, line c/12 x line d x 7.48 gallons/ft3 130770 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 40353 ft3
h. current herd # 1224 certified herd # 1224
actual waste produced = current herd # x line g = 40353 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 9/26/2018
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
25317 ft3
81869 gallons
0.94 Ibs/1000 gal.
199.9 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): 8
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 5,11iniches
c. line b - line a (inches in red zone) = 3.5 inches
d. top of dike'surface area according to design
(area at below structural freeboard elevation) 76772 1ftz
e. line c/12 x line d x 7.48 gallons/ft3 167491 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according #o structural design 180 days
g. volume of waste produced according to structural design 121352 ft3
h. current herd # 3672 certified herd # 3672
actual waste produced = current herd # x line g = 121352 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 9/26/2018
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)
1 ft3
46958 ft3
209826 gallons
0.98 Ibs/1000 gal.
369.8 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): F 9
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
I
a. current liquid level according to marker 13.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches
c line b - line a (inches in red zone) = 6.5 inches
d top of dike surface area according to design
(area at below structural freeboard elevation) 62411 ft2
e. line c/12 x line d x 7.48 gallons/ft3 252869 gallons
3. Projected volume of waste liquid producedduring draw down period
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 80706 ft3
h. current herd # 2448 certified herd # 2448
actual waste produced = current herd # x line g = 80706 ft3
certified herd #
i. volume of wash water according to structural design Oft3
j. excess rainfall over evaporation according to design 1 430351 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f= 154264 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 9/26/2011 8811 0.96 Ibs/1000 gal.
m. ((lines e + k)/1000) x line 1 = 390.8 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure.tab shown below)
PoA (30 Day) 2/21 /00