090210_Plan of Action (POA)_20200210

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 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5 Lagoon 6
" Lagoon Name/ID: 2042 3082 3084 3086
Spillway(Y or N): N 31 N N _
Level(inches): 18 27 18 18
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: [phone]
Facility Owner/Manager(print)
Date: 2/10/2020
attirer/IVI r a -

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: 2042 line m= 2207.8 lb PAN
2. Structure ID: 3 U % line m= fq5.a. lb PAN
3. Structure ID: 3 © c6 line m= '1 S.'_ lb PAN
4. Structure ID: line m= lb PAN
5. Structure ID: 3084 line m = 2025.6 lb PAN
6. Structure ID: line m = lb PAN
•
n. lines1 +2+3+4+ 5+6= 7 89 3,G , 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•t.TOTAL PAN u.application window'
2 PAN balance BALANCE FOR
(lb/acre) FIELD(lbs.)
column r x s
H41 Corn 95.60 117.00 11185.2 Feb15-June
'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)= 11185.2 lb.PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II)= , QI, lb.PAN
PoA(30 Day)2/21/00
f

x. Crop's remaining PAN balance(line v from section III)= 11185.2 lb.PAN
y. Overall PAN balance(w-x)= • — 3Aq\ 3 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.
NARRATIVE:
• Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed. •
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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): 2042
2. Current liquid volume in 25 yr./24 hr. storm storage&structural freeboard
a. current liquid level according to marker 18.0 inches
b. designed 25 yr./24 hr. storm &structural freeboard 19.8 inches
c. line b-line a(inches in red zone) = 1.8 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 377704 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 = 427875 ft3
certified herd#
i. volume of wash water according to structural design 0 ft3
j. excess rainfall over evaporation according to design 196370 ft3
k. (lines h + I +j)x 7.48 x 30 days/line f= 778225 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1/31/2020 1.91 lbs/1000 gal.
m. ((lines e+ k)/1000)x line I= 2207.8 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

•
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): 3082
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 27.7 inches
c. line b-line a (inches in red zone)= 0.7 inches
d. top of dike surface area-according to design
(area at below structural freeboard elevation)- 270481 ft2
e. line c/12 x lined x 7.48 gallons/ft' 121392 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#1 7344
actual waste produced = current herd# x line g =' 230924 ft3
certified herd#
i. volume of wash water according to structural design 148451 ft3
j. excess rainfall over evaporation according to design 157781 ft3
k. (lines h+i+j)x 7.48 x 30 days/line f= 717487 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1/31/2020 2.14 Ibs/1000 gal.
m. ((lines e+ k)/1000)x line I = 1795.2 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): 3084'
2. Current liquid volume in 25 yr./24 hr. storm storage&structural freeboard
a. current liquid level according to marker 18.0 inches
b. designed 25 yr./24 hr. storm&structural freeboard 19.8 inches
c. line b-line a(inches in red zone) = 1.8 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 282058 ft2
e. line c/12 x lined x 7.48 gallons/ft3 316469 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 = 242116 ft3
certified herd#
i. volume of wash water according to structural design 0 ft3
j. excess rainfall over evaporation according to design 164534 ft3
k. (lines h + i+j)x 7.48 x 30 days/line f= 506957 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1/31/2020 2.46 lbs/1000 gal.
m. ((lines e+ k)/1000)x line I= 2025.6 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): 3086
2, Current liquid volume in 25 yr./24 hr. storm storage&structural freeboard
a. current liquid level according to marker 18.0 inches
b: designed 25 yr./24 hr. storm &structural freeboard 19.8 inches
c. line b-line a(inches in red zone)= 1.8 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 276893 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 = 242116 ft3
certified herd#
i. volume of wash water according to structural design 0 ft3
j. excess rainfall over evaporation according to design • 143958 ft3
k. (lines h+ i +j)x 7.48 x 30 days/line f= 481306.gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1/31/2020 2.46 lbs/1000 gal.
_ m. ((lines e+ k)/1000)x line I= - 1865.2 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