310189_Plan of Action_20180921

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-189 County. Duplin
Facility Name: Eugene Whaley Farm
Certified Operator Name: Eugene Whaley Operator Number: 17331
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 Lagoon 5
1 2
N N
13, 13
2. Check all applicable items
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 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: as conditions permit
I hereby certify that I have reviewed the informatlon 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.
Eugene Whaley Phone:
Facility Owner/Manager (print)
Date:
Facility wner/ ager (signature)
, 910-290-1005
9/18/2018

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND10R 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure.ID: Lagoon 1
line m =
520.9 lb PAN
2.
Structure ID: Lagoon 2
line m =
178.9 lb PAN
3.
Structure ID: Lagoon 3
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 +2+3+4+5+6=
699.8 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
F'LKIUU. IJU NU I Lll 1 t-ItLU, I U WHlt; 1 VAN UANNU I tit AF FLItU UUK114U I Hlb M UAY F't=KIUU.
o. tract # p. field # q. crop r. acres s. remaining IRR t TOTAL PAN u. application window'
2 PAN balance BALANCE FOR
(Ib/acre) FIELD (Ibs.)
column r x s
P1 Bermuda 23.00 90.00 2070.0 March - SeDt
V ap lU NU I UPI L',I VIJ GIIVIIIy C2yPIII,QUVII ualc UI IIOAI VI VIJ CA PyP1l,0UV11 UGyl111 IIt ly UOIG IVI avauQuIc
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 2070.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 699.8 lb. PAN
PoA (30 Day) 2121100

X. Crop's remaining PAN balance (line v from section III) = 2070,0 Ib. PAN
y. Overall PAN balance (w - x) _ -1370 Ib. PAN
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 these
fields 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 lagoon freeboard levels at the
receiving facility.
NAKKA DIVE'
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2/21/00

a
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): I 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 yr./24 hr. storm & structural freeboard
i
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/W
3. Projected volume of waste liquid produced during draw down period
13.0 inches
19.5 inches
6.5 inches
92125 ft2
373260 gallons
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 116329 ft3
h. current herd # 2900 certified herd #1 4896
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 7/8/2018
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)
PoA (30 Day) 2/21/00
68904 ft'
® ft3
53739.6 ft3
152896 gallons
0.99 Ibs/1000 gal.
620.9 lbs. PAN

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 2
2. Current liquid volume in 25 yr.124 hr, storm storage & structural freeboard
a. current liquid level according to marker
b, designed 25 yr./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
13.0 inches
19.0 inches
6.0 inches
31250 ft2
116875 gallons
f. temporary storage period according to structural design 180 days
g. volume of waste produced according to structural design 29011.8 ft3
h. current herd # 1000 certified herd # _ 880
actual waste produced = current herd # x line g = 32968 ft'
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 7/8/2018
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)
PoA (30 Day) 2/21/00
L�.=J ft3
18229.2 ft3
63826 gallons
0.99 Ibs/1000 gal.
178.9 lbs. PAN