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PLAN OF ACTIOU (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES -
Facility Number: 31-106
County: Dupl i n
Facility Name: Aaron Smith old Farm
Certified Operator Name: Todd Smith Operator #: 17397
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
Lagoon Name (ID): 1
Spillway (Yes or No): No
Level (inches): 8"
2. Check all applicable items
Structure 2
2
No
10"
Structure 3
3
No
18"
Structure 4
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: 9/18/2018
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.
Todd Smith
Facility Owner/Manager (print) -
Phone,: (252)560-8766
Date:
Facility Owner/Manager (signature)
Cover Page Aaron Smith1-3 (31-106) PoA30day (9-16-18)
9/16/2018
Page 1 of 1
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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/Identifier (ID): Aaron Smith Old 31-106 1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 8.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 11.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 25,028 ftz
e. line c/12 x line d x 7.48 gallons/ft3 171,609 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 35,605 ft'
h. current herd # 100 certified herd #1 1,080
actual waste produced = current herd # x line g = 3,297 ft'
certified herd #
i. volume of wash water according to structural design Oft3
j. excess rainfall over evaporation according to design 15,079 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f= 22,909 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 7/6/2018 1.76 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 342.4 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure 1 Aaron Smith1-3 (31-106) PoA30day (9-16-18) Page 1 of 1
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): I Aaron Smith Old 31-106 2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 10.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 9.0 inches"
d. top of dike surface area according to design
(area at below structural freeboard elevation) 28,616 ft2
e. line c/12 x line d x 7.48 gallons/ft3 160,536 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 40,880 ft3
h. current herd # 900 certified herd # 1,240
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 7/6/2018
11
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)
29,671 ft3
Oft3 _
17,500 ft3
58,807 gallons
2.09 Ibs/1000 gal.
458.4 Ibs. PAN
Structure 2 - Aaron Smith1-3 (31-106) PoA30day (9-16-18)
Page 1 of 1
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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/Identifier (ID): Aaron Smith, Old 31-106 3
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 46136 ftz
e. line c/12 x line d x 7.48 gallons/ft3 28758 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 58023.5 ft3
h. current herd # 1500 certified herd # 1760
actual waste produced = current herd # x line g = 49452 ft'
certified herd #
i. volume of wash water according to structural design Oft3
j. excess rainfall over evaporation according to design 28000 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f= 96557 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 7/6/2018 1.68 Ibs/1000 gal.
m. ((lines e + k)/1000) x line 1 = 210.5 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure 3 Aaron Smith1-3 (31-106) PoA30day (9-16-18) Page 1 of 1
9
s
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: Aaron Smith (Old) 31-106 (1)
line m = 342.4
lb PAN
2.
Structure ID: Aaron Smith (Old) 31-106 (2).
line m = 458.4
lb PAN
3.
Structure ID: Aaron Smith (Old) 31-106 (3)
line m = 210.5
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= 1011.3 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'
4517
P1
Rye
3.23
100.00
323.0
9/1 - 3/31
4517
plo I
Small Grain Overseed
1.47
50.00
73.5
10/1 - 3/31
4517
1.1
Rye
2.32
131.00
303.9
9/1 - 3/31
4517
p12
Rye
6.25
131.00
818.8
9/1 - 3/31
4517
p13
Small Grain Overseed,
3.27
50.00
163.5
10/1 - 3/31
4517
p2
Rye
2.72
100.00
272.0
9/1 - 3/31
4517
p3
Rye
5.44
100.00
544.0
9/1 - 3/31
4517
p7
Small Grain Overseed
2.36
50.00
118.0
10/1 - 3/31
4517
Small Grain Overseed
1.04
50.00
52.0
10/1 - 3/31
4517
Small Grain Overseed
2.58
50.00
129.0
10/1 - 3/31
5594
Rholmes
R e
8.09
104.00
841-.4-
9/1 -3/31
71321
R e
5.09
131.00
666.8
9/1 -3/31
71321
Rye
5.17
131.00
677.3
9/1 - 3/31,
71321
p6
Rye
5.68
131.00
744.1
9/1 - 3/31
'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) = 5727.2 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1011.3 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 5727.2 lb. PAN
y. Overall PAN balance (w - x) _ -4716 lb. PAN
Summary Aaron Smithl-3 (31-106) PoA30day (9-16-18) 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.
NAKKA I IVt:
Waste will be applied as soon as weather permits.
V1
Summary Aaron Smith1-3 (31-106) PoA30day (9-16-18) Page 2 of 2