HomeMy WebLinkAbout090183_POA for high freeboard_20240808PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 9-183
Facility Name: Hog Bay
Certified Operator Name: Aaron Blackmon
County: Bladen
)3;
Operator # AWA1010369
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.
Structure 1 Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Lagoon Name/Identifier (ID): _ _1
Spillway (Yes or No): no.
Level (inches): 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. 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: August 9, 2024
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.
910-258-7412
(print)
,tQQi &x, 9&0�rL Date: 8/8/2024
Facility Owner/Manager (signature)
PoA Cover Page 2121/00
il. 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: Hog Bay 9-183 line m = 1805.2 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 = 1805.2 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 #
G. crop
r. acres
s. remaining IRR-2
PAN balance
(Ib/aue)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
miumn rxs
u. applirAM
window'
1068
1
Crabgrass
13.60
116.00
1577.6
April - Sept
1068
2
Crabgrass
16.20
145.00
2349.0
April - Sept
1068
9
bermuda
7.30
154.00
1124.2
Mar -Sept
1068
10
belmuda
7.30
194.00
1416.2
Mar -Sept
1068
11
Bermuda
15.50
44.00
682.0
Mar -Se t
'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) = 7149.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 1805.2 lb. PAN
x. Crop's remaining PAN balance (line v from section ill) = 7149.0 lb. PAN
y. Overall PAN balance (w -x) = -5344 lb. PAN
Will begin pumping as soon asfield 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/identlfier(ID):
Ho Ba 9-183
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_. t_op 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
f. temporary storage period according to structural design
g. volume of waste produced according to structural design
18.0 inches
19.0 inches
1.0 inches
ft2
117660 gallons
180 days
261105.9 ft3
h. current herd # 7920 certified herd # 7920
actual waste produced = current herd # x line g = 261106 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 5/31/24
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)
ft3
110110 ft3
462782 gallons
3.11 Ibs/1000 gal.
1805.2 lbs. PAN
PoA (30 Day) 2/21/00