310691_Plan of Action_20180918

�t a 0AE olOle
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Fa'cility Number: 31-691
Facility Name: Tripple M
County: Duplin
Certified Operator Nar Tempary Morris Murphy 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: TM
Spillway(Y or N): N
Level(inches): 10
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
attached Plan of Action, and to the best of my knowledge and ability, the infor
accurate and correct.
Morris Murphy Phone:

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

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): TM
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid, level according to marker
b. designed 25 yr./24 hr. storm & structural freeboard
c. line b - line a (inches in red zone) =
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c/12 x line d Y, 7.48 gallons/ft3
3. Projected volume of waste -liquid produced during draw down period
10.0 inches
19.0 inches
9.0 inches
501399 gallons
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 116329 ft3
h. current herd # 3520 certified herd # 3520
actual waste produced = current herd # x line g = 116329 ft�
certified herd #
i. volume of wash water according to structural design ft3
j. excess rainfall over evaporation according to design 54250 ft3
k. (lines h + i + j) x 7.48 x 5 days/line f= 35443 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 10/1/2018 1.83 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 982.4 lbs. PAN
REPEAT SECTION I 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): TM
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
g. volume of waste produced according to structural design
h. current herd # 1 26401 certified herd #1 2640
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 =
10.0 inches
12.0 inches
2.0 inches
89376 ft2
11,1422 gallons
180 days.
116329 ft3
116329 ft3
Oft3
54250 ft3
35443 gallons
146865 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

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: TM
line I =
146865 gallons
2. structure ID:
line I =
gallons
3. structure ID:
line I =
gallons
4. structure ID:
line I =
gallons
5. structure ID:
line I =
gallons
6. structure ID:
lined =
gallons
n.lines 1+2+3+4+5+6=
o. line n / 27154 =
146865, gallons
5.41 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. mapmum
application rate
(in/hr)
w. mabmum
application
amount (inches)
5558
1
autryville
bermudagrass
6.3
275
1
0.96
5558
la
autryville
bermudagrass
6.6.
253.69
1
0.96
5558
1 b
autryville
bermudagrass
3.7
144.59
1
0.96
5558
1c
autryville
bermudagrass;
6.6
211.18
1
0.96
5558
1d
autryville
bermudagrass
2.7
275,
1
- 0.96
5558
le
autryville
bermudagrass
6.60
275
1
0.96
5558
1f
autryville
bermudagrass
2.60
275
1
0.96
x. total acres available during 5 day draw down (sum of column t) = 28.50 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA (5 Day) 2/21100

F
Y. line o = 0.19 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,
recaicwate new n arauuc ioaa 4asea on new intormatlom.
Plan to land apply hydraulic load:
1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
equipment mar down in Belo; "tratticamity" across sous; will soils absorb application without runoff, etc.
Heavy RainFall from Hurrican Florance.
All fields in good conditions.
2. Date, and, amount of last rainfall event?
DATE: 09/16/18 AMOUNT: 3.00 inches
6. Uates oT last waste application event per nela:
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 cnanges in application rates ana amounts; ana any otner information Tor
All pulls will be made in a manner so as not to allow runoff or ponding.
PoA (5 Day) 2/21/00