090203_30 Day POA_20210104

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:
9-203
County:
Bladen
Facility Name: Mr. Holmes Complex
Certified Operator Name: Victor Sutton Operator Number
AWA26076
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 Lagoon 6 More on
2042 3082 3084 3086 3081 4205 Next Page
N N N N N N
19 24 13 12.5 15 25
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. 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: as conditions permit
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.
Murphy Brown, LLC Phone:
Facility Owner/Manager (print)
2�cy 82e , L L�' ! L W Date:
Facility Owner/M nager (signature)
910-293-3434
1 /4/2021

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:
9-203
County:
Bladen
Facility Name: Mr. Holmes Complex
Certified Operator Name: Victor Sutton Operator Number
AWA26076
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 7 Lagoon 8 Lagoon 9 Lagoon 10 Lagoon 11 Lagoon 12
2106 3088 3090 3096
N N N N
19 25 27 26
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. 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: as conditions permit
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.
Murphy Brown, LLC Phone:
Facility Owner/Manager (print)
Date:
Facility Owner/Manager (signature)
910-293-3434
1 /4/2021

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:
2042
line m =
1419.1 lb PAN
2.
Structure ID:
3082
line m =
2245.6 lb PAN
3.
Structure ID:
3084
line m =
3405.0 lb PAN
4.
Structure ID:
3086
line m =
2855.6 lb PAN
5.
Structure ID:
3081
line m =
1111.1 lb PAN
6.
Structure ID:
4205
line m =
1747.9 lb PAN
7.
Structure ID:
2106
line m =
20.8 lb PAN
8.
Structure ID:
3088
line m =
1902.2 lb PAN
9.
Structure ID:
3090
line m =
1965.6 lb PAN
10.
Structure ID:
3096
line m =
1292.3 lb PAN
n. lines 1 +2+3+4+5+6+7+8+9+10= 17965.3 lb PAN
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'
H43
Wheat
120.01
49.03
5884.1
Sept -April
Al -12
Wheat
92.55
48.43
4482.2
Sept -April
A54-1
Small Grain
18.85
80.70
1521.2
Sept -April
A54-2
Small Grain
49.79
80.70
4018.1
Sept -April
H63
Wheat
61.54
99.10
6098.6
Sept -April
H64
Wheat
102.58
80.39
8246.4
Sept -April
PoA (30 Day) 2/21 /00

'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) = 30250.6 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 17965.3 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 30250.6 lb. PAN
y. Overall PAN balance (w - x) _ -12285 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 will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
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): 12042
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 19.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.8 inches
c. line b - line a (inches in red zone) = 0.8 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 336635 ft2
e. line c/12 x line d x 7.48 gallons/ft3 167869 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 427875 ft3
h. current herd # 3700 certified herd # 3700
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 12/16/2020
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)
427875 ft3
Oft3
196370 ft3
778225 gallons
1.50 Ibs/1000 gal.
1419.1 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): 1 3082
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 24.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 27.7 inches
c. line b - line a (inches in red zone) = 3.7 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 270481 ft2
e. line c/12 x line d x 7.48 gallons/ft3 627191 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 168 days
g. volume of waste produced according to structural design 230924 ft3
h. current herd # 7344 certified herd # 7344
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 12/16/2020
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)
230924 ft3
148451 ft3
157781 ft3
717487 gallons
1.67 Ibs/1000 gal.
2245.6 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): 1 3084
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 19.8 inches
c. line b - line a (inches in red zone) = 6.8 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 282058 ft2
e. line c/12 x line d x 7.48 gallons/ft3 1195550 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 242116 ft3
h. current herd # 7344 certified herd # 7344
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 12/16/2020
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)
242116 ft3
Oft3
164534 ft3
506957 gallons
2.00 Ibs/1000 gal.
3405.0 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): 1 3086
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 12.5 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.8 inches
c. line b - line a (inches in red zone) = 7.3 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 246785 ft2
e. line c/12 x line d x 7.48 gallons/ft3 1122954 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 242116 ft3
h. current herd # 7344 certified herd # 7344
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 12/16/2020
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)
242116 ft3
Oft3
143958 ft3
481306 gallons
1.78 Ibs/1000 gal.
2855.6 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): 13081
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 19.9 inches
c. line b - line a (inches in red zone) = 4.9 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 107735 ft2
e. line c/12 x line d x 7.48 gallons/ft3 329059 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 121058 ft3
h. current herd # 3672 certified herd # 3672
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 12/16/2020
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)
121058 ft3
Oft3
62845 ft3
229266 gallons
1.99 Ibs/1000 gal.
1111.1 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): 1 4205
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 25.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 27.6 inches
c. line b - line a (inches in red zone) = 2.6 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 262630 ft2
e. line c/12 x line d x 7.48 gallons/ft3 425636 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 289113 ft3
h. current herd # 10295 certified herd # 10295
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 12/16/2020
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)
289113 ft3
189943 ft3
153201 ft3
788214 gallons
1.44 Ibs/1000 gal.
1747.9 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): 1 2106
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 19.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 21.6 inches
c. line b - line a (inches in red zone) = 2.6 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 57500 ft2
e. line c/12 x line d x 7.48 gallons/ft3 93188 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 58610 ft3
h. current herd # 8000 certified herd # 8000
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 12/17/2020
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)
58610 ft3
Oft3
33542 ft3
114883 gallons
0.10 Ibs/1000 gal.
20.8 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): 1 3088
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 25.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 27.6 inches
c. line b - line a (inches in red zone) = 2.6 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 266415 ft2
e. line c/12 x line d x 7.48 gallons/ft3 431770 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 247418 ft3
h. current herd # 7344 certified herd # 7344
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 12/16/2020
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)
247418 ft3
159055 ft3
155409 ft3
700480 gallons
1.68 Ibs/1000 gal.
1902.2 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): 1 3090
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 27.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 31.4 inches
c. line b - line a (inches in red zone) = 4.4 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 264457 ft2
e. line c/12 x line d x 7.48 gallons/ft3 725317 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 247418 ft3
h. current herd # 7344 certified herd # 7344
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 12/16/2020
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)
247418 ft3
159055 ft3
154267 ft3
699056 gallons
1.38 Ibs/1000 gal.
1965.6 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): 1 3096
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 26.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 30.7 inches
c. line b - line a (inches in red zone) = 4.7 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 149702 ft2
e. line c/12 x line d x 7.48 gallons/ft3 440443 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 123709 ft3
h. current herd # 3672 certified herd # 3672
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 12/16/2020
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)
123709 ft3
79527 ft3
87326 ft3
362234 gallons
1.61 Ibs/1000 gal.
1292.3 Ibs. PAN
PoA (30 Day) 2/21/00