310386_Plan of Action_20180809

opbc(ct 9-3 od C(W CIA IA+
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number 31-386 County: Duplin
Facility Name:
Edward Brock Farm
Certified Operator Name: Melissa Wallace Operator Number: AWA 17319
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):
Lagoon1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
N N
11 18
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.
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 for 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:
8/9/18
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.
Brock
Facility Owner/Manager (print)
Facility Owner/Manager (signature)
Phone: [phone]
Date: 8/13/18

I. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD Al 25 YR.124
HR. STORM
STORAGE ELEVATIONS IN ALL WASTE STRUCTURES
FOR FACILITY
1
Structure ID: Lagoon 41
line m =
371 6 lb PAN
2
Structore ID'. Lagoon 2
line m =
601 6 in PAN
3.
Structure ID
I.ne m =
Ib PAN
4.
Structure ID_
Nine m =
IN PAN
5.
Stricture ID:
line m =
IN PAN
6.
Structure ID'.
line m =
Ib PAN
n. lines 1 + 2 + 3 + 4 + 5 + 6 = 973.2 to PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
DFPInn nn UnT I ICT FIFI nS Tn WHICH PAN CANNnT RF APPI wn nI1PINR TNI.0 30 nAV PFRl
0. tract #
p. field 4
q. crop
r. acres
s. rema nng IRR-2
PAN balance
Oblac-e7
1. TOTAL PAN
BALANCE FOR
FIELD (tbs.)
column r x s
u. application nlncow'
4776
IT4A
bermuda rass
0.56
235.00
131.6
Mar -Oct
4787
IT
bermuda rass
1.76
205.38
361.5
Mar -Oct
4787
H2
bermuda rass
2.31
215.72
498-3
Mar -Oct
4787
H3
bermuda rass
2.49
205 42
511.5
Mar -Oct
4787
H4
bermuda rass
2.32
131.4.1
304.9
Mar -Oct
4787
H5
bermuda rass
1.30
203,42
264.4
Mar -Oct
4787
H6
bermuda rass
1.28
179.27
229.5
Mar -Oct
'Stale 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) = 2301.7 lb. PAN
IV. FACILITY'S PDA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 973.2 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 2301.7 Ib. PAN
y. Overall PAN balance (w - x) = -1328 lb. PAN
y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and haul,
Ipulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN based on new
mation. If new fields are to be included as an option for lowering lagoon level, add these fields to the PAN balance
PoA (30 Day) 2121100

and 'ecalcuiaie the overate PAN balance. It aninnal waste is to be hauled to anolae' permit_ec lacil ty. prov de
iatio� regarding the herd population and lagoon freeboard revels at the receiving facih.'.y.
Irrigation onto existing spray f eids wi.I continue as weather and field conditions permit
PoA (30 Day) 2121100

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):
Lagoon #1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yc/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 x 7.48 gallons/ft3
3. Projected volume of waste liquid produced during draw down period
I. temporary storage period according to structural design
g. volume of waste produced according to structural design
11.0 inches
9.0 inches
8.0 inches
64476 fe
321520 gallons
180 days
71210 fe
h. current herd # 1744 certified herd # 2160
actual waste produced = current herd # x line g = 57495 ft3
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 30 days/line f=
4. Total PAN to be land applied during draw down period
I, current waste analysis dated 7/4/18
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)
�plft3
39462.5 ft3
120874 gallons
0.84 Ibs/1000 gal.
371.6 Ibs. PAN
PoA (30 Day) 2/2 V00

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 NamelIdentifier (ID):
Lagoon 2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr.124 hr. storm & structural freeboard
c. line b - line a (inches in red zone) _
d. lop 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
18 0 inches
30.0 inches
12.0 inches
90816 fiz
679304 gallons
180 days
g. volume of waste produced according to structural design 79123 to
h. current herd # 1766 certified herd # 2400
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 30 days/line f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 7/4/18
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)
PoA (30 Day) 2121/00
58221 ft3
fe
67095 ft3
156228 gallons
0.72 Ibs/1000 gal.
601.6 Ibs. PAN

If. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1.
structure ID:
2.
structure ID:
3.
structure ID:
4.
structure ID:
5.
structure ID:
6.
structure ID:
n. linest+2+3+4+5+6=
o. line n
127154 =
line I = 60336 gallons
line I = gallons
line I = gallons
line I = gallons
line 1 = gallons
line I = gallons
60336 gallons
2.22 acre -inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIODt'2
While this section deals with hydraulic loading capacities, applications cannot exceed
agronomic rate for receiving crop according to its certified waste plan.
Fields with no remaining PAN balance, no receiving crop, and!or completely saturated are
not considered available to receive waste.
p. tract #
g. field #
r. soil type
s. crop
L acres
u...a "rig
IRR-2 PAN
balance
alaue
v, maximum
application rate
rlrJhr;
w. maximum
apprcabor
amoun+(inches)
4787
H13
PaA
bermuda
2,48
154.75
0.7
1
4787
H14
PaA
bermuda
2.93
123.34
0.7
1
x. total acres available during 5 day draw down (sum of column t) = 5.41 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
y. line o = 0.41 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 hvdraulic load based on new information.
PoA (5 Day) 2!21!00

1-N/A
1. Describe moisture conditions of fields? (e.g. Is there water standing in field, does irrigation
Aug 9 and Friday. Aug 10 - dry enough for irrigation
2. Date and amount of last rainfall event?
DATE: 08108.118 AMOUNT: 0.50 inches
8110118 - hydrant 13, 8r10118 - hydrant 14 - for lagoon 1
4. Given optimum soil and weather conditions, is irrigation equipment capable of applying the volume in
per irrigation event, changes made in gun sizes, nozzles, "o" rings, operating lime, travel speed, etc. to
O118 - 9:30am-12:30pm at 106 gpm on hydrant 13 at 5,879 gallac
0/18 - 9.30am-12:30pm at 81 gpm on hydrant 14 at 4,976 gallac
Hatcher
n Agent
re, Livestock
Technical Specialist
POA (5 Day) 2,121,100

PLAN OF ACTION (i 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): La oon 1
2. Current liquid volume in structural freeboard
a. current liquid level according to marker 11.0 inches
b. designed structural freeboard zone
(Normally 12 inches or greater)
c. line In - line a (inches within structural freeboard) =
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c/l2 x line d x 7.48 gallons/ft3
3. Projected volume of waste liquid produced during draw down period
I. temporary storage period according to structural design
g. volume of waste produced according to structural design
h. current herd # 1744 certified herd # 2160
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
I. 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 =
12.0 inches
1.0 inches
64476 It,
40190 gallons
180 days
71210 ft3
57495 ft3
00 ft3
39462 fts
20146 gallons
60336 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) 2121100