310870_Plan of Action_20201218

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-870 County: Duplin
Facility Name: Kenan Hog Farm
Certified Operator Name: Reginald Kenan Operator Number:
AWA 22043
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 Name11D
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Kenan
N
18
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 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.
Reginald Kenan Phone
Facility Owner/Manager (print)
(�,
V \ : hGL, L x2 Date:
Fa ' ity Owner/Manager (signature)
910-289-2144
12/18/2020

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Kenan Lagoon line m = 1336.4 lb PAN
2. Structure ID: line m = 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= 1336.4lbPAN
III TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS
o. tract # P. field #
T865 Field 2 pull 4
T865 Field 2 pull 51
T865 Field 2 pull 6
TO WHICH PAN CANNOT BE APPLIED DURING
q. crop r. acres s. remaining IRR-
2 PAN balance
(lb/acre)
Small Grain 2.58 29.30
Small Grain 3.63 29.16
Small Grain 2.81 15.16
THIS 30
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
75.6
105.9
42.6
DAY YtKIUU.
U. application window'
Sept -April
Sept -April
Sept -April
T865
T865
T865
Field 3 pull 9
ield 3 pull 10
ield 3 pull 11
Small Grain
Small Grain
Small Grain
2.76
2.86
3.48
16.14
21.99
24.32
44.5
62.9
84.6
Sept -April
Sept -April
Sept -April
T865
Field 8
Small Grain
1.50
20.10
30.2
Sept -April
T865
ield 3 pull 16
Small Grain
2.56
25.66
65.7
Sept -April
T865
ield 4 pull 12
Small Grain
2.35
12.12
28.5
Sept -April
T865
geld 11 pull
Small Grain
1.27
14.96
19.0
Sept -April
T865
7ield 11 pull2
Small Grain
1.55
9.80
15.2
Sept -April
T865
Field 2 pull 8
Small Grain
1.03
6.79
7.0
Sept -April
T865
ield 3 pull 15
Small Grain
1.25
14.40
18.0
Sept -April
T865
field 4 pull 131
Small Grain
2.73
10.87
29.7
Sept -April
T865
ield 4 pull 14
Small Grain
2.62
10.93
28.6
Sept -April
T865
Field 5
Small Grain
0.75
14.12
10.6
Sept -April
T865
Field 6
Small Grain
2.30
15.68
36.1
Sept -April
T865
Field 9
Cover
13.83
30.00
414.9
Sept -April
T865
Field 10
Cover
8.51
30.00
255.3
Sept -April
T865
Field 1
Cover
8.251
30.001
247.5
Sept -April
'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) = 1622.3 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1336.4 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section III) 1622.3 lb. PAN
Y. Overall PAN balance (w - x) _ -286 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.
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is availab
for pumping if needed.
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): JKenan Lagoon
2. Current liquid volume in 25 yr.124 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. top of dike surface area according to design
(area at below structural freeboard elevation)
e, line c112 x line d x 7.48 gallons/W
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
18.0 inches
19.0 inches
1.0 inches
185400 ft2
115566 gallons
180 days
g. volume of waste produced according to structural design 242116.4 ft3
h. current herd # 7344 certified herd # 7344
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
1. current waste analysis dated 1 12/4/2020
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
242116 ft'
0 ft3
108150 ft3
436665 gallons
2.42 Ibs11000 gal.
1336A lbs. PAN
PoA (30 Day) 2/21/00