310565_Plan of Action_20180918

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PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT'ANIMAL FACILITIES
Facility Number:
Facility Name
31-565
John Smith Jr
County: Duplin
Certified Operator Nar Tempary John Smith Jr 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 Name/ID
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2' Lagoon 3 Lagoon 4 Lagoon 5
JSS JS1
N N
10 12
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.
John Smith 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): JSS
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) 54575 ft2
e. line c/12 x line d x 7.48 gallons/W 306166 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 127476 ft3
h. current herd # 1000 certified herd, #1 1000
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 9/28/2018
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)
127476 ft3
ft3
50735.4 Ift3
37028 gallons
1.27 Ibs/1000 gal.
435.9 lbs. PAN

PLAN OF ACTION (PoA) FOR HIGH, FREEBOARD'AT ANIMAL FACILITIES
FIVE (6) DAY DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): E777TW
2. Current liquid volume in structural freeboard
a. current liquid level according to marker 10.0 inches
b. designed structural freeboard zone 12.0 inches
(Normally 12 inches or,greater)
c. line b - line a (inches within structural freeboard) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 54575 1 ft2
e, line c/12 x line d x 7.48 gallons/ft' 68037 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 127476 ft'
h. current herd # 1000 certified herd #1 1000
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 =
127476 ft'
0W
50735.41 ft'
37028 gallons
105065 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): JS1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 12.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 7.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 80802 f:2
e. line c/12 x line d x 7.48 gallons/ft3 352566 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 81356 ft3
h. current herd # 2480 certified herd # 2480 1
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 daystline f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 9/28/2018
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)
81356 ft3
Oft,
443331 ft3
26115 gallons
1.26 Ibs/1000 gal.
477.1 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): JS1
2. Current liquid -volume in structural freeboard
a. current liquid level according to marker 12.0 inches
b. designed structural freeboard zone 12.0 inches
- (Normally 12 inches or greater)
c. line b - line a (inches within structural freeboard) = inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 80802 fe
e. line c/12 x line d x 7.48 gallons/ft3 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 81356 ft3
h. current herd # 2480 certified herd # 2480
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 =
81356 ft3
Oft3
44333 ft3
26115 gallons
26115 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

r
II. TOTAL. VOLUME- OF WASTE -STORED WITHIN STRUCTURAL
FREEBOARD' ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID:. JSS
line I =
105065 gallons
2. structure ID: JS1
line I =
26115 gallons
-3. structure ID:
line I =
gallons
4. structure ID:
line I =
gallons
5. -structure ID:
line I =
gallons
6. structure 1D::
line I =
gallons
n.lines 1+2+3+4+5+6=
o, line n / 27164 =
131181 gallons
4.83 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.
ZFields 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)amum
application rate
(in/hr)
w. ma)amum
application
amount (inches),
71445
pivit
norfolk
millit
26.11
95.83
1
0.96
71445
pa
norfolk
bermuda rass
4.98
160
1
0.96
71445
pb
norfolk
Bermuda rass
4.49
156.09
1
0.96
71445
pc
norfolk
bermuda rass
2.64
176.52
1
0.96
71445
pd
norfolk-
bermuda rass
2.51
178.25
1
0.96
x, total acres available during 5 day draw down (sum of column t) 4013 acres
- -
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA (5 Day) 2121100
1

Y. line o = ' 0.12 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 4 haul and herd reduction options,
recalculate new nydraunc load based on -new information.
Plan to land apply hydraulic load:
escribe moisture conditions of fields? (e.g. Is there water standing in field; 'does irrigation
equipment mar down in Tien "tramcadm .. across sous• will sous adsoru applicavon intnout 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:: 13.00 inches
3. Dates of last waste a lication event per field:
4. Given optimum soil and -weather conditions, is irrigation equipment capable of applying the volume in
line "n" at appropriate seasonal(Le. winter application rates within 5 days?
Yes
5. Irrigation schedule for next 5 days - include daily schedule; proposed application rates and amounts
rrigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to
meet proposeo changes in application rates ana amounts; ano any oti
All pulls will be made in a manner so as not to allow runoff or ponding.
PoA (5 Day) 2/21/00