310335_Plan of Action_20180918

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PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31---a ib<"County: Duplin
Facility Name: C/O D&D Farms
Certified Operator Nar Tempa Jeff Davis 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
JD
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.
eff Davis 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): F JD
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 11.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 8.0 inches
d. top of dike surface area according. to design
(area at below structural freeboard elevation) 1 14364 jft2
e. line c/12 x line d x 7.48 gallons/ft3 71628 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 40352.7 Ift3
h. current herd # 2448 certified herd # 2448
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 9/28/2018
m. ((lines e + k)/1000) x line I =
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
40353 ft'i
0 ft3
40507 ft3
16801 gallons
1.69 lbs/1000 gal.
149.4 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): JD
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
11.0 inches
12.0 inches
1.0 inches
14364 ft2
8954 gallons
180 days
g. volume of waste produced according to structural design 40352.7 ft3
h. current herd # 1 24481 certified herd # 2448
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 =
40353 ft3
01W
40507 ft3
16801 gallons
25754 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: JD
line I =
25754 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. linen/ 27154 =
25754 gallons
0.95 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
(lblacre)
v. mabmum
application rate
(in/hr)
w. mabmum
application
amount (inches)
5587
p1a
autryville
bermudagrass;
1.90
205
1
0.96
5587
p1c
autryville
bermudagrass
1.43
202
1
0.96
5587
p1d
autryville
bermudagrass
2.45
202
1
0.96
6103
pia
marva n
bermudagrass
1.33
205
1
0.96
6103
p3b
marva n
bermudagrass
0.60
202
1
0.96
6103
p3c
marva n
bermudagrass
2.56
205
x. total acres available during 5 day draw down (sum of column t) = 10.27 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA (5 Day) 2/21/00

y. line o = 0.09 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,
recalculate new hydraulic load based on new information.
to land apply hydraulic load:
ascribe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
equipment mar aown in new; --tramcam
Heavy RainFall from Hurrican Florance.
All fields in good conditions.
ate and amount of last rainfall event?
DATE: 1 09/16/18
aDsorD application wanout runotr,
AMOUNT: 3.00 inches
ven 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
rigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to
meet proposea cnanges in appucauon rates.ana amounts; ana any otner inrormation Tor consiaeration.
All pulls will be made in a manner so as not to allow runoff or ponding.
PoA (5 Day) 2/21/00