310160_POA'S_20190308

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-160
County: Dupl i n
Facility Name: Carter & Sons Farm
Certified Operator Name:
Clay Carter
Operator #: 16359
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
Lagoon Name (ID): 1 2
Spillway (Yes or No): No No
Level (inches): 20" 18. 5"
2. Check all applicable items
3
No
20"
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
#NAME?
3. Earliest possible date to begin land application of waste: 3/1/2019
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.
Clay Carter
Facility Owner/Manager (print)
Fdbility Owner/Manager (signature)
Phone:
Date: 2/27/2019
Cover Page Carter & Sons (31-160) PoA30day (2-27-19) Page I of 6

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 Carter & Sons #1 (31-160)
line m = 264.4
-lb PAN
2. Structure ID: Carter & Sons #2 (31-160)
line m = 499.7
lb PAN
3. Structure ID: Carter & Sons #3 (31-160)
line m = 634.2
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 = 1398.4 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
ocoinn nn ninT i IQT GIPt nc Tn VVWIrW PAN CANK10T IRF 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'
3972
1
Fescue
3.84
3.25
12.5
8/1 - 7/31
3972
2
Fescue
2.90
3.33
9.7
8/1 - 7/31
3972
3
Bermuda Pasture
3.32
146.00
484.7
3/1 - 9/30
3972
4
Bermuda Pasture
2.87
146.00
419.0
3/1 - 9/30
3972
5
Fescue
2.97
66.85
198.5
8/1 - 7/31
3972
6
Fescue
2.89
18.07
52.2
8/1 - 7/31
3972
PVT
Fescue
26.30
47.74
1255.6
8/1 - 7/31
3972
11
Bermuda Pasture
1.07
222.00
237.5
3/1 - 9/30 _
3972
12
Bermuda Pasture
2.68
222.00
595.0
3/1 - 9/30
3972
13
Bermuda Pasture
1.33
222.00
295.3
3/1 - 9/30
3972
14
Bermuda Pasture
2.57
222.00
570.5
3/1 - 9/30
3972
15
Bermuda Pasture
0.83
222.00
184.3
3/1 - 9/30
3972
16
Bermuda Pasture
1.05
222.00
233.1
3/1 - 9/30
'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) = 4547.9 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1398.4 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 4547.9 lb. PAN
y. Overall PAN balance (w - x) = -3150 lb. PAN
Summary Carter & Sons (31-160) PoA30day (2-27-19) Page 2 of 6

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.
Waste will be applied as soon as weather permits.
Summary Carter & Sons (31-160) PoA30day (2-27-19) Page 3 of 6

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 Carter & Sons #1 31-160
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 20.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = -1 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 82,836 ft'
e. line c/12 x line d x 7.48 gallons/ft3-25,817 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 80,706 ft3
h. current herd # 2,448 certified herd #1 2,448
actual waste produced = current herd # x line g = 80,706 ft3
certified herd #
i. volume of wash water according to structural design 0lft3
j, excess rainfall over evaporation according to design 61,200 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f= 176,909 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 2/18/2019 1.75 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 264.4 Ibs PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure 1 Carter & Sons (31-160) PoA30day (2-27-19) Page 4 of 6

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 Carter & Sons #2 (31-160)
2. Current liquid volume in 25 yr./24 hr storm storage & structural freeboard
a. current liquid level according to marker 18.5 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.5 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) 69,355 1ft2
e. line c/12 x line d x 7.48 gallons/ft' 43,231 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design I 180 days
g. volume of waste produced according to structural design 1 80,7051 ft3
h. current herd # 2,448 certified herd #1 2,448
actual waste produced = current herd # x line g = 80,705 ft'
certified herd #
i. volume of wash water according to structural design O�ft3
j. excess rainfall over evaporation according to design 60,4331 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f= 175,952 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated I 2/18/2bigI 2.28 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 499.7 Ibs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure 2 Carter & Sons (31-160) PoA30day (2-27-19) Page 5 of b

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 Carter & Sons #3 31-160
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 20.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches
c, line b - line a (inches in red zone) = -1 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 81696 ftz
e, line c/12 x line d x 7.48 gallons/ft' -25462 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design I 180 days
g. volume of waste produced according to structural design 121058 ft3
h. current herd # 3672 certified herd # 3672
actual waste produced = current herd # x line g = 121058 ft'
certified herd #
i. volume of wash water according to structural design 0 ft3
j, excess rainfall over evaporation according to design I 49875 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f= 213096 gallons
4 Total PAN to be land applied during draw down period
I. current waste analysis dated 2/18/2019 3.38 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 634.2 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure 3 Carter & Sons (31-160) PoA30day (2-27-19) Page 6 of 6

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:
Facility Name:
Certified Operator Name:
31-160 County: Dupl i n
Carter & Sons Farm
clay Carter
Operator #: 16359
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
Lagoon Name (ID): 1 2 3
Spillway (Yes or No): No No No
Level (inches): 1011 12" 10"
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: 10/1/2018
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.
Clay Carter Phone:
Facility Owner/Manager (print)
Date: 9/16/2018
Facility Own6r/Ma ger (signature)
Cover Page Carter & Sons (31-160) PoA30day (9-16-18) Page 1 of 6

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: Carter & Sons #1 (31-160)
line m = 1234.8
lb PAN
2.
Structure ID: Carter & Sons #2 (31-160)
line m = 1035.4
lb PAN
3.
Structure ID: Carter & Sons #3 (31-160)
line m = 1763.1
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line rn =
lb PAN
6.
Structure ID:
line m =
lb PAN
n. lines 1 + 2 + 3 + 4 + 5 + 6 = 4033.2 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PFRInD 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'
3972
1
Fescue
3.84
69.48
266.8
8/1 - 7/31
3972
2
Fescue
2.90
95.64
277.4
8/1 - 7/31
3972
3
Bermuda Pasture
3.32
67.77
225.0
3/1 - 9/30
3972
4
Bermuda Pasture
2.87
94.72
271.8
3/1 - 9/30
3972
5
Fescue
2.97
66.89
198.7
8/1 - 7/31
3972
6
Fescue
2.89
92.18
266.4
8/1 - 7/31
3972
PVT
Fescue
26.30
74.22
1952.0
8/1 - 7/31
3972
11
Bermuda Pasture
1.07
222.00
237.5
3/1 - 9/30
3972
12
Bermuda Pasture
2.68
43.24
115.9
3/1 - 9/30
3972
13
Bermuda Pasture
1.33
117.83
156.7
3/1 - 9/30
3972
14
Bermuda Pasture
2.57
35.59
91.5
3/1 - 9/30
3972
15
Bermuda Pasture
0.83
126.23
104.8
3/1 - 9/30
3972
16
Bermuda Pasture
1.05
179.29
188.3
3/1 - 9/30
'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) = 4352.7 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 4033.2 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 4352.7 lb. PAN
y. Overall PAN balance (w - x) = -319 lb. PAN
Summary Carter & Sons (31-160) PoA30day (9-16-18) Page 2 of 6

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.
In red from hurricane Florence. Waste, will be applied as soon as weadher permits.
Summary Carter & Sons (31-160) PoA30day (9-16-18) Page 3 of 6

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 Carter & Sons #1 31-160
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 19.5 inches
c. line b - line a (inches in red zone) = 9.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 82,836 ftz
e. line c/12 x line d x 7.48 gallons/ft, 490,527 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 80,706 ft,
h. current herd # 2,448 certified herd #1 2,448
actual waste produced = current herd # x line g = 80,706 ft,
certified herd #
i. volume of wash water according to structural design Oft,
j. excess rainfall over evaporation according to design 61,200 ft,
k. (lines h + i + j) x 7.48 x 30 days/line f= 176,909 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated I 6/28/2018 1 1.85 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 1234.8 Ibs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure 1 Carter & Sons (31-160) PoA30day (9-16-18) Page 4 of 6

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 Carter & Sons #2 (31-160)
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 12.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.5 inches
c. line b - line a (inches in red zone) = 7.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 69,355 ftZ
e. line c/12 x line d x 7.48 gallons/ft3 324,233 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design I 180 days
g. volume of waste produced according to structural design 1 80,705 ft3
h. current herd # 2,448 certified herd ;-42,448
actual waste produced = current he-!-d ;r x lin-, ;a = 80,705 ft3
certified herd #
i. volume of wash water according to structural design f 01 ft3
j. excess rainfall over evaporation according to design 1 60,433 Jft3
k. (lines h + i + j) x 7.48 x 30 days/line f = 175,952 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 6/23/?01? 2.07 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 1035.4 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
Structure 2 Carter & Sons (31-160) PoA30ca� 16-18) Page 5 of 6

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD J!J ANIMAL FACILITIES
30 DAY DRAW DOWN PERK) i:)
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE::
1. Structure Name/Identifier (ID): Carter & Sons #3 (31-160)
2. Current liquid volume in 25 yr./24 hr. storm storage & s; uul:,iral freeboard
a. current liquid level according to marker C-10.0 inches
b. designed 25 yr./24 hr. storm & structural fn -i: ,are 19.5 inches
c. line b - line a (inches in red zone) --: 9.5 inches
d. top of dike surface area according to desicin
(area at below structural freeboard elevation) 81696 ftZ
e, line c/12 x line d x 7.48 gallons/W 483776 gallons
3. Projected volume of waste liquid produced during draw ccjvnn period
f. temporary storage period according to sn'uc;t 11-ai design 180 days
g. volume of waste produced according to strucr":i aI design 121058 ft3
h. current herd # 3672 certific:l hUfd ;�,`� 3672
actual waste produced = current hE i,;._,:_ li; g = 121058 ft'
certified hE:r(i it
i. volume of wash water according to structure,- 1 Jesign 01 ft3
j. excess rainfall over evaporation according to dpsion 498751 ft3
k. (lines h + i + j) x 7.48 x 30 dayS/141F; i== 213096 gallons
4. Total PAN to be land applied during draw down periok;
I. current waste analysis dated 6r. 1 < 2.53 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 1763.1 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE 014 SITE.
(Click on the next Structure tab shown below)
Ctnirhirc Z r..Artpr R. Snnc (11-160) �5-18) Page 6 of 6