310162_Plan of Action_20190304

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PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:
31-162
County: Duplin
Facility Name: Glade Ridge
Certified Operator Name: Charles W Edwads Ji Operator Number:
24120
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
Big Little
N N
17.5 17.5
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 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 facilitys 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: 3/7/2019
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.
Charles Edwards Jr Phone: [phone]
Facility Owner/Manager (print)
Date: 3/4/2019
Facility 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. Little
line m =
372.2 lb, PAN
2.
Structure ID- Big
line m =
360.6 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= 732.8 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_
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'
1A
CORN
3.42
156.00
533.5
FEB 15-JUN
2A
CORN
4.09
150.00
613.5
FEB 15-JUN
3A
CORN
4.01
156.00
625.6
FEB 15-JUN
4A
CORN
4.24
150.00
636.0
FEB 15-JUN
5A
CORN
4.08
150.00
612.0
FEB 15-JUN
6A
CORN
4.35
150.00
652.5
FEB 15-JUN
8
CORN
2.61
150.00
391.5
FEB 15-JUN
9
CORN
3.76
150.00
564.0
FEB 15-JUN
10
CORN
2.32
156.00
361.9
FEB 15-JUN
11
CORN
4.54
150.00
681.0
FEB 15-JUN
12
CORN
1.60
150.00
240.0
FEB 15-JUN
13
CORN
4.24
150.00
636.0
FEB 15-JUN
'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) = 6547.5 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 732.8 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section III) = 6547.5 lb. PAN
y: Overall PAN balance (w - x) _ -5815 lb. 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.
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): Little
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.5 inches
b designed 25 yr /24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 67950 ft2
e. line c/12 x line d x 7.48 gallons/ft3 84711 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 80706 W
h. current herd # 24481 certified herd .# 2448
actual waste produced = current herd # x line g = 80706 ft'j
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 1/7/2019
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
0 fe
41503 ft3
152354 gallons
1.57 1 Ibs/1000 gal.
372.2 Ibs. 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): Big
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.5 inches
b designed 25 yr:/24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 83916 ft2
e. line c/12 x line d x 7.48 gallons/W 104615 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 121058 W
h. current herd # 3672 certified herd # 3672
actual waste produced = current herd # x line g = 121058 ft3
certified herd #
i. volume of wash water according to structural design Offs
j. excess rainfall over evaporation according to design 51013 W
k. (lines h + i +j) x 7.48 x 30 days/line f=, 214515 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1/7/2019 1.13 1 Ibs/1000 gal.
m. ((lines e + k)/1000) x line 1 = 360.6 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00