310434_Plan of Action_20181220 (2)

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PLAN OF ACTION PoA FOR IGH FREEBOARD AT ANIMAL FACILITIES
10.1m05)JIMANNOW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): TQ
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
10.0 inches
12.0 inches
2.0 inches
61602 gallons
180 days
g. volume of waste produced according to structural design 58023 ft3
h. current herd # 1100 certified herd # 1760
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 =
36264 ft'
Oft3
28824 ft3
13524 gallons
75125 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): TQ
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) 1 49413 ftz
e. line c/12 x line d x 7.48 gallons/ft3 277207 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 58023 ft3
h. current herd # 1100 certified herd# 7760
actual waste produced = current herd # x line g = 36264 ft3
certified herd #
i. volume of wash water according to structural design 10 ft3
j. excess rainfall over evaporation according to design 28824 ft3
k. (lines h + i + j) x 7.48 x 5 days/line f= 13524 gallons
4. Total PAN to be land applied during draw down period
(. - current waste analysis dated 6/8/2018 2.46 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 715.2 lbs. PAN .
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)

d
II. TOTAL VOLUME OF WASTE STORED -WITHIN STRUCTURAL
FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: TQ
line 1 =
75125 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:
line I =
gallons
n.lines 1+2+3+4+5+6=
o. line n / 27154 =
75125 gallons
2.77 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. mabmum
application rate
(inthr)
w. mabmum
application
amount (inches)
6163
pct
norfolk
bermudagrass
8.20
20
1
0.96
6163
h1
norfolk
bermudagrass
1.57
100
1
0.96
6163
h2
norfolk
bermudagrass
0.79
200
1
0.96
6163
h3
norfolk
bermudagrass
0.50
296
1
0.96
x. total acres available during 5 day draw down (sum of column t) = 11.06 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA (5 Day) 2/21/00

y. line o = 0.25 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, nyaraunc ioaa nasea on new mtormation.
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 neia; "trarncam
Heavy RainFall from Hurrican Florance.
All fields in good conditions.
2. Date and amount of last rainfall event?
DATE: 1 09/16/18
3. UdLUb U1 IabL WdbLu UPPI
PVT 8/17/18
H1 8/18/18
H2 7/17118
H3 NOT USED IN A YEAR
will sous absorb application witnout runoff
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
.et proposeo cnanges in application rates ano amounts; ana any otner intormation for consideration.
pulls will be made in a manner so as not to allow runoff or ponding.
PoA (5 Day) 2/21/00

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-434
Facility Name: Johnaathan T Quinn
County: Duplin
Certified Operator Nar Tempar Johnaathan T Quinn 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: TQ
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
1 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.
Tripp Quin Phone:

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

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-253 County: Duplin
Facility Name: Johnaathan T Quinn
Certified Operator Nar Tempar Johnaathan T Quinn 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
T,Q
N
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 within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Tripp Quin Phone:

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