310476_Plan of Action_20180920

31- �76-
q-22-0-18
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-476
Facility Name: G B 1 and 2
Certified Operator Name: Bret Brown
County: Duplin
Operator Number: AWA1001512
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 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5.
1 2
13 13
2. Check all applicable items
i
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 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: 9/20/2018
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.
Derek Brown Phone:
Facility Owner/Manager (print)
Date:
Facility Owner/Manager (signature)
910-271-1305
9/20/2018

r
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID:' 1
line m =
174.9 lb PAN
2.
Structure ID: 2
line m =
253.2 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.lines1+2+3+4+5+6= 428.2lbPAN
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 PFRInD.
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'
1
BERMUDA
5.92
91.00
538.7
10/20/2018
2a
BERMUDA
3.69
76.00
280.4
10/20/2018
2b
BERMUDA
2.75
146.00
401.5
10/20/2018
3
Fescue
2.68
139.00
372.5
7/31/2019
4
Fescue
2.46
146.00
359.2
7/31/2019
5
Fescue
5.03
146.00
734.4
7/31/2019
'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) = 2686.7 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 428.2 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 2686.7 lb. PAN
y. Overall PAN balance (w - x) _ -2259 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 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.
We will begin pumping as soon as field conditions permit. We took on roughly 25+ inches of rain during Florence. Lagoon
1 was around 35 inches and lagoon 2 was around 42 inches of freeboard before the storm. We notified the inspector on
9-17-18.
PoA (30-Day) 2/21/00

f
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): 1
2 Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 13.0 inches
b. design6d 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) `, 6.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation)
18000 ftZ
e. line c/12 x line d x 7.48 gallons/ft3
67320 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
140401 ft3
h. current herd # 750 certified herd # 779
actual waste produced = current herd # x line g =
13517 ft3
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 7/6/2018
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)
0 ft3
-10875 ft3
30409 gallons
1.79 Ibs/1000 gal.
174.9 Ibs. 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): 2
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 13.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 6.0 inches
d. top of dike surface area according to design'
(area at below structural freeboard elevation) 24750 ft?
e. line c/12 x line d x 7.48 gallons/ft3 92565 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 21099 ft3
h. current herd # 720 certified herd # 700
actual waste produced = current herd # x line g = 21702 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 1 7/6/2018
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)
0 ft3
14437 ft3
45053 gallons
1.84 Ibs/1000 gal.
253.2 Ibs. PAN
PoA (30 Day) 2/21 /00