310221_Plan of Action_20181010

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PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:-31-221
Facility Name: Mill Branch Farms
Certified Operator Name: Jerry. K. Grady
County: Dublin
Operator Number: 18048
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 Name/ID: JG1 JG2
Spillway(Y or N): N N
Level(inches): 17 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 DWO 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: . 9/20/18 Weather permitting.
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.
Jerry K. Grady Phone: [phone]
Facility Owner/Ma ager (print)
J Date: 10/10/2018
Facility Owner/Manager (signature)
311- 22,aI

30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): JJG1
2. Current liquid volume in 25 yrJ24 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
top of dike surface area according to design
d. (area at below structural freeboard elevation)
26136 fe
e. line c/12 x line d x 7.48 gallons/ft3 '
32583 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
407923 ft3
h. current herd # F-5-20-01 certified herd # 3200
actual waste produced = current herd # x line g =
407923 ft3
certified herd #
i. volume of wash water according to structural design ft3
j. excess rainfall over evaporation according to design 15246 ft3
k. (lines h + i +j) x 7.48 x 30 days/line f= 527551 gallons
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 8/1/2018 1.75
m_ ((lines e + k)/1000) x line 1= 980 lbs. PAN
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
0

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): JJG2
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) 19602 ftz
e. line c/12 x line d x 7.48 gallons/ft3 73311 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 407923 Jft3
h. current herd # 3200 certified herd # 3200
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
J. current waste analysis dated 1 8/1/2018
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)
PoA (30 Day) 2/21100
407923 ft3
ft3
15246 ft3
527551 gallons
2.81 lbs/1000 gal.
1688.4 lbs. PAN

II. • TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: JG1
line m =
980.2 lb PAN
2. Structure ID: JG2
fine m =
1688.4 lb PAN
3. Structure ID:
line m =
lb PAN
4. Structure ID:
line m =
Ib PAN
5. Structure ID:
line m =
lb PAN
6. Structure ID:
line m =
lb PAN
n.lines 1+2+3+4+5+6= 2668.7lbPAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT RE APPLIED nI IRINr; THIC zn nev Pwmirin
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
2470
1
Bermuda
5.83
139.86
815.4
Mar -Sept
2470
2
Bermuda
4.32
91.01
393.2
Mar -Sept
2470
3
Bermuda
3.85
147.98
569.7
Mar -Sept
2470
8
Bermuda
4.98
139.80
696.2
Mar -Sept
2470
7
Bermuda
4.70
134.44
631.9
Mar -Sept
v. aavanauw lul all 11=1U.J tJUlll ul UUIU11113 if =
IV. FACILITY'S PoA OVERALL PAN BALANCE
W. Total PAN to be land applied (line n from section II) _
x. Crop's remaining PAN balance (line v from section 111) _
y. Overall PAN balance (w - x) _
it Ub.�J ID. PAIN
2668.7 lb. PAN
3106.3 lb. PAN
-437.7 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.
Called in to DWR on 9/17/18.

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:
Facility Name
31-791
J.E. Grady & Sons
Certified Operator Name: Jerry K. Grady
County: Duplin
Operator Number: 18048
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 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID; 1
Spillway(Y or N): N
Level(inches): 17
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: 9/24/18 Weather permitting.
hereby certify that 1 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.
Jerry K. Grady Phone: [phone]
Facility Owner/Manager (print)
�l �� Date: 10/10/2018
Facility Owner/Manager (signature)

30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): JJ.E. Grady & Sons
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
top of dike surface area according to design
d. (area at below structural freeboard elevation) 108900 to
e, line c/12 x line d x 7.48 allons/ft3
9 135762 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 145389 ft3
h. current herd # 4416 certified herd # 4410
actual waste produced = current herd # x line g = i45389 ft3
certified herd #
1. volume of wash water according to structural design ft3
j. excess rainfall over evaporation according to design
--63525 ft3
k. (lines h + i + j) x 7A8 x 30' days/line f= 260446 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 8/1/2018 2.54
m_ ((fines e + k)/1000) x line 1= 1606 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)

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: Finisher
line m =
1006.4 lb PAN
2. Structure ID:
line m =
lb PAN
3. Structure ID:
,line m =
lb PAN
4. Structure ID:
line m =
lb PAN
5. Structure ID:
line m =
lb PAN
6. Structure ID:
line m =
lb PAN
n.lines 1+2+3+4+5+6= 1006.4lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHIrH PAN r_ANNnT RF APPI iFn ni imKir- ri4m in nev or-olnn
O. tract #
p_ field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
t TOTAL PAN
BALANCE FOR
FIELD (ibs.)
column r x s
u. application window'
4330
1
Bermuda
3.98
170.97
680.5
Mar -Sept
4330
1 2
Bermuda
3.81
169.45
645.6
Mar -Sept
Ivl sill IICIuo kzU111 VI liV1U11111 L) —
IV. FACILITY'S PDA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) _
x. Crop's remaining PAN balance (line v from section III) _
y. Overall PAN balance (w
i ozo. i 1D. YHIV
1006.4 lb. PAN
1326.1 lb. PAN
-319.7 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.
Called in to DWR on 9/17/18.