310100_Plan of Action_20180915

-FREEBOARD
Facility Number: County: • Duplin
Facility Name: Justin Murphy Lynn Sutton
Certified Operator Nar TemparyJustin Murphy Lynn Operator Number:
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: JM LS1 LS2
Spillway(Y or N): N N n '
Level(inches): 8 10 5 r
2. Check all applicable items
X 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. Bolume 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: _ 9/18/2018
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.
Justin Murphy Lynn Sutton Phone:

Facility Owner/Manager (print)
Date: 10/1/2018
Facility Owner/Manager (signature)

0
PLAN, OF ACTION, (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES.
5 DAY DRAW DOWN PERIOD
I. ' TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 1 JM
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 8.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 11.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 37720 ft2
e. line c/12 x line d x 7.48 gallons/ft3 258633 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 19685 ft3
h. current herd # F 1240 certified herd # ' 1240
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 5 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 10/1/2018
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)
19685 ft3
0 ft3
12250 ft3
6635 gallons
2.07 Ibs/1000 gal.
549.1 lbs. PAN

PLAN OF ACTION (POA) FOR HIGH FREEBOARD, AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): JM
2. Current liquid volume in structural freeboard
a. current liquid level according to marker
b. designed structural freeboard zone
(Normally 12 Inches or greater)
c. line b - line a (inches within structural freeboard) =
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
f. temporary storage period according to structural design
8.0 inches
12.0 inches
4.0 inches
377201 ft2
94049 gallons
180 days
g. volume of waste produced, according"to structural design 19685 ft3
h. current herd # 1 12401 certified herd # _1240
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)x7.48x5days/line f=
4. Total volume of waste to be land applied during 5 day draw down
I. total volume to, be land applied line e + line k =
19685 ft3
---01ft3
12250 ft3
6635 gallons
100684 gallons
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below)
0
PoA (5 Day) 2/21/00

LM
PLAN�OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL. FACILITIES
5 DAY DRAW'DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): F LS1
2., Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 10:0 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) 20800 ft2
e. line c/12 x line d x 7.48 gallons/fe 116688 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 19683 ft3
h. current herd # 640 certified herd # 640
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 5 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 10/1/2018
m. ((lines e + k)/1000) x line I =
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
19683 ft'
0 ft3
54551 ft3
5223 gallons
1.98 Ibs/1000 gal.
241.4 lbs. PAN

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD -AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): LS1
2. Current liquid volume in structural freeboard
a. current liquid level according to marker
b. designed structural freeboard zone
(Normally 12 inches or greater)
c. line b - line a (inches within structural freeboard) _
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/ft'
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
10.0 inches
12.0 inches
2.0 inches
20800 ft'
25931 gallons
180 days
g. volume of waste produced according to structural design. 119683 ft3
h. current herd # 640 certified herd #1 640
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 5 days/line f =
4. Total volume of waste to be land applied during 5 day draw down
I. total volume to be land applied line e + line k =
19683,ft'
0 ft3
5455 Jft3
5223 gallons
31154 gallons
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below)
PoA (5 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD�AT ANIMAL FACILITIES
5 DAY DRAW DOWN PERIOD -
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): LS2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 5:0 inches
b. designed 25 yr./24 hr. storm & structural freeboard" 19.0 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) 20925 ftz
e, line c/12 x line d x 7.48 gallons/fe 182600 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 20339 ft3
h. current.herd # 600 certified herd # 600
actual waste produced current herd # x line g = 20339 ft3
certified herd #
i. volume of wash water according to structural design Oft3
j. excess rainfall over evaporation according to design 11754 ft3
k. (lines h + i + j) x 7.48 x 5 - days/line f= 6668 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 10/1/2018 1.51' Ibs/1000 gal.
m. ((lines e + k)/1000) x line 1= 285.8 lbs. PAN
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)

PLAN OF ACTION (PoA) FOR HIGH'FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): LS3
2. Current liquid volume in structural freeboard
a. current liquid level according to marker
b. designed structural freeboard zone
(Normally 12 inches or greater)
c. line b - line a (inches within structural freeboard) _
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
f. temporary storage period according to structural design
5.0 inches
12.0 inches
7.0 inches
20925 ftZ
91303 gallons
180 days
g. volume of waste produced according to structural design, 1 20339 Ift3
h. current herd # 600 certified herd # 600
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 5 days/line f =
4. Total volume of waste to be land applied during 5 day draw down
I. total volume to be land applied line e + line k =
20339 ft°
0 ft3
11754 ft3
6668 gallons
97971 gallons
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below)
PoA (5 Day). 2/21 /00

b
II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1.
structure ID: JM
line I =
100684 gallons
2.
structure ID: LS1
line I =
31154 gallons
3.
structure ID: LS3.
line I =
97971 gallons
4.
structure ID:
line I =
gallons
5.
structure ID:
line I =
gallons
6.
structure ID:
line I =
gallons
n.lines 1+2+3+4+5+6=
o. linen/ 27154 =
229809 gallons _
8.46 acre -inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD' '2
'While this section deals with hydraulic loading capacities, applications cannot exceed
agronomic rate for receiving crop according to its certified waste plan.
2Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are
not considered available to receive waste.
p. tract #
q. field #
r. soil type
s. crop
t. acres
u. remaining
IRR-2 PAN
balance
(lb/acre)
v. ma)dmum
application rate
(in/hr)
w. ma)dmum
application
amount (inches)
4665
1
autryville
wheat
6.94
104
1
0.96
4665
2
autryville
wheat
3.25
104
1
0.96
4665
3
autryville
wheat'
5.00
104
1
0.96
4665
4
autryville
wheat
3.61
104
1
0.96
5569
1
noefolk
wheat
43.82
125
- 1
0.96
x. total acres available during 5 day draw down (sum of column t) = 62.62 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA (5 Day) 2/21/00

Y. line o = 0.14 inches per acre to be applied, within 5 days
line x
If unable to land apply hydraulic load listed in line y, list course of action here including- pump
and haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options,
recalculate new hydraulic load based on new information:
Plan to land apply hydraulic load:
1. Describe moisture conditions of fields? (e.g. Is there water standing infield; does irrigation
equipment mar aown in neia; --tramcadnity-- across sous; vmi sous adsorb application witnout runott, etc.
Heavy RainFall from Hurrican Florance.
All fields in good conditions.
2. Date and amount of last rainfall event?
DATE: 1 09/16/18 AMOUNT: 3.00 inches
4. Given optimum soil and weather conditions, is irrigation equipment capable of applying the volume in
line "n" at appropriate seasonal i.e. winter application rates within 5 days?
Yes
5. Irrigation schedule for next 5 days - include daily schedule; proposed application rates and amounts
per irrigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to
meet proposea cnan es in appiication rates ana amounts; ana any oti
All pulls will be made in a manner so as not to allow runoff or ponding.
PoA (5 Day) 2/21/00