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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/ldentifier (ID): INP
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
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 lined x 7.48 gallons/ft3
3 Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
18.5 inches
19.0 inches
05 inches
68800 ft2
21443 gallons
180 days
g volume of waste produced according to structural design 40880 ft3
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 30 days/line f=
4 Total PAN to be land applied during draw down period
I current waste analysis dated 5/17/2018
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)
40880 ft3
0 ft3
21315 ft3
77536 gallons
1.06 Ibs/1000 gal
104.9 Ibs. PAN
PoA (30 Day) 2/21/00

PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31 -502
County: Duplin
Facility Name: ER Kennedy- Whitney Farm
Certified Operator Name: ER Kennedy Operator #: 17234
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.
Structure 1 Structure 2 Structure 3 Structure 4
Lagoon Name (ID) Whitney 1 Whitney 2
Spillway (Yes or No) No No
Level (inches): 19 16
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. Volume and PAN content of waste to
pumped and hauled is reflected in section III tables. Included within this plan is a list of the
proposed sites with related facility number(s), number acres and receiving crop information.
Contact and secure approval from the Division of Water Quality prior to transfer of waste
to a site not covered in the facility's certified animal waste management plan.
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: 8/6/2018
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.
ER
Phone:
Date: 8/6/2018
Facility Owner/Manager (signature)
Cover Page ER Kennedy - (31-502) Whitney (PoA30day) 8-6-2018 Page 1 of 1

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 ER Kennedy 1 (Whitney) 31-502
line m =
46 lb PAN
2.
Structure ID ER Kennedy 2 (Whitney) 31-502
line m =
1683 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= 1729 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
'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) = 1310 8 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 172.9 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 1310 8 lb. PAN
y. Overall PAN balance (w - x) _ -1138 Ib. PAN
SUMMARY ER Kennedy - (31-502) Whitney (PoA30day) 8-6-2018 Page 1 of 2

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.
SUMMARY ER Kennedy - (31-502) Whitney (PoA30day) 8-6-2018 Page 2 of 2

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. Structure Name(Idenhfier (ID) F ER Kennedy 1(Whitney)31-502
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
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 Protected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
19.0 inches
1-9-01 inches
inches
46278 ftZ
gallons
180 days
g volume of waste produced according to structural design 39561 ft3
h current herd # certified herd #0
actual waste produced = current herd # x line g
certified herd #
i volume of wash water according to structural design Oft3
t excess rainfall over evaporation according to design 28523 ft3
k (lines h + i +t) x 7 48 x 30 days/line f= 35559 gallons
4. Total PAN to be land applied during draw down period
I current waste analysis dated 4!3/2018 0 13 Ibs/1000 gal
m ((lines e + k)/1000) x line I = 4.6 Ibs PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure 1 ER Kennedy - (31-502) Whitney (PoA30day) 8-6-2018 Page 1 of 1

C
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) F ER Kenned 2(Whitney)31-502
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
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 Protected volume of waste liquid produced during draw down period
16.0 inches
19 0 inches
3 0 inches
31775 ftZ
59419 gallons
f. temporary storage period according to structural design 180 days
g volume of waste produced according to structural design 40353 ft3
h. current herd # 1224 certified herd # 1224
actual waste produced = current herd # x line g =
certified herd #
i volume of wash water according to structural design
t. excess rainfall over evaporation according to design
k. (Imes 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 4/3/2018
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)
40353 ft3
Oft3
1960 ft3
52750 gallons
1.50 Ibs/1000 gal
168.3 Ibs. PAN
Structure 2 ER Kennedy - (31-502) Whitney (PoA30day) 842018 Page 1 of 1