310742_Plan of Action_20190204

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RECEIVED/NCDEflR/DWR
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FEB 0 4 2019
Facility Number: 31-742 County: Duplin Water Quality Regional
Wilmingtonons Regional Office
ection
Facility Name: Chris & Jeremy Bond
Certified Operator Name: Jeremy Bond Operator Number.
AWA 18006
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 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
JB CB
N N
13 13
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 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: 9/21/18
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.
Jeremy & Chris Bond Phone: Z -7/- O R SS
Facility Owner/Manager (print)
�,l Date:
cility Owner/Manager (signature)

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM
STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: JB
line m = 652.8 lb PAN
2.
Structure ID: CB
line m = 581.1
lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n. lines 1 +2+3+4+5+6= 1233.9 lb PAN
111. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PFRlnn. Inn NAT LIST FIFI_r)S Tn WHICH PAN CANNAT FIF APPI IFn MIRING THISin nAV PFRInn
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR-2
PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
pivot 2
pivot 2
bermuda
13.79
22.80
314.4
Mar 1-Oct 20
pivot 1
pivot 1
bermuda
20.75
112.10
2326.1
Mar 1-Oct 20
'State 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) = 2640.5 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 1233.9 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 2640.5 lb. PAN
y. Overall PAN balance (w - x) = -1407 lb. PAN
PoA (30 Day) 2/21 /00

Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and haul,
depopulation,.herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN based on new
information. If new fields are to be included as an option for lowering lagoon level, add thesefields to the PAN balance
table and recalculate the overall PAN balance. If animal waste is to be hauled to another permitted facility, provide
information regarding the herd population and lagoonfreeboard levels atthe receiving facility.
Irrigation onto existing sprayfieldswill continue asweatherand field conditions permit.
Prior to Hurricane Florence, both lagoons were well into compliance. Recorded freeboard on 9/10/18was 37 in on JB and
35 in on CB. Approximately 26 in of rainfall was recorded from the hurricane Sept 13-15. Irrigation began afterthe storm
on 9/21 /18, and by 10/8/18, both lagoons were in compliance. An inspection was done in November7, 2018 with no
structural issues noted and no structural issues by producers from the hurricane.
PoA (30 Day) 2/21 /00

0
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):
JB
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 13.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 6.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 83916 ftZ
e. line c/12 x line d x 7.48 gallons/ft3 340000 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 116047.1 ft3
h. current herd # 3200 certified herd #1 3520
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 1 8/2/18
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)
105497 ft3
0 ft3
51012.5 Ift3
195116 gallons
1.22 Ibs/1000 gal.
652.8 lbs. PAN
PoA (30 Day) 2/21 /00

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):
CB
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 13.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 6.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 83296 ft2
e, line c/12 x line d x 7.48 gallons/ft3 337488 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 116047.11 ft3
h. current herd # certified herd #1 3520
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 8/2/18
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)
ft3
0 ft3
62206.7 Jft3
77551 gallons
1.40 Ibs/1000 gal.
581.1 lbs. PAN
PoA (30 Day) 2/21100