240100_HISTORICAL_20171231

NOHTH CAHQLINA
Department of Environmental Qual

•
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number.
24-100
Facility Name: Double B Farms
County:
Columbus
Certified Operator Name: Billy Butler Operator Number:
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
14 13
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.
XXX 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:
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.
Billy Butler Phone:
Facility Owner/Manager (print)
Date:
Facility Owner/Manager (signature)

dw
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: Lagoon #1
line m =
962.1 lb PAN
2. Structure ID: Lagoon #2
line m =
1052.0 lb PAN
3. Structure ID:
line m =
lb PAN
4. Stricture 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= 2014.1lbPAN
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. Meld #
q. crop
r. acres
s. remaining IRR
2 PAN baWm
(lb/acts)
L TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
2263
1
Small Grain Overseed
2.30
40.59
93.4
10/1-3131
2263
2
Small Grain Overseed
5.60
42.27
236.7
1011-3131
2263
6
Small Grain Overseed
5.50
50.00
275.0
1011-3/31
2263
7
Small Grain Overseed
5.30
50.00
265.0
10/1-3/31
2263
8
Small Grain Overseed
5.60
50.00
280.0
10/1-3131
2263
9
Small Grain Overseed
5.90
37.24
219.7
10/1-3131
2263
9-A
Small Grain Overseed
2.10
24.46
51.4
1011-3131
2263
10
Small Grain Overseed
5.00
43.60
218.0
10/1-3/31
2263
11
Small Grain Overseed
6.00
50.00
300.0
10/1-3/31
2263
11 A
Small Grain Overseed
2.70
38.16
103.0
10/1-3/31
1952
12
Small Grain Overseed
2.10
50.00
105.0
10/1-3/31
EEE
'State current crap 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) = 2147.2 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 2014.1 lb. PAN
x. Crop's remaining PAN balance (line v from section 111) = 2147.2 lb. PAN
y. Overall PAN balance (w - x) _ -133 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
Irrigation onto existing spray fields will continue as weather and field conditions permit. Mr. James Spivey called
my on 3/7/2016 to report lagoon and to let me know he needed an updated POA. This POA was completed by
Sam Edwards Envrionmental Specalist on Y 2016. Mr. Spivey has several more fields to spray on if needed.
PoA (30 Day) 2/21/00

-1.
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}: La oon #1
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. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c/12 x tine d x 7.48 gallons/if
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
14.0 inches
19.0 inches
5.0 inches
170016 fe
529883 gallons
180 days
g. volume of waste produced according to structural design 193851 fe
h. current herd # 5880 certified herd #1 5880
actual waste produced = current hens # 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 I 2/22/2016
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)
193851 fe
� fe
102375 fe
369295 gallons
1.07 Ibs/1000 gal.
962.1 lbs. PAN
PoA (30 Day) 2/21/00

l
PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure NameAdentifier (ID): 1 Lagoon #2
2. Current liquid volume in 25 yr./24 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) 157136 if
e. line c/12 x line d x 7.48 gallons/fe 587689 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 193851 f?
h. current herd # 5880 certified herd # 5880
actual waste produced = current herd # x line g =
certified hens #
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 2/22/2016
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)
193851fe
© ft3
94972 ft3
360066 gallons
1.11 Ibs/1000 gal.
1062.0 lbs. PAN
PoA (30 Day) 2/21 /00

1 '
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 24-100 County: Columbus
Facility Name: Double B Farms
Certified Operator Name: Billy Butler Operator Number:
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 NamellD:
Spiliway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
1 2
14 13
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.
XXX 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 DWO 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 hens population for the receiving facility
3. Earliest possible date to begin land application of waste:
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.
Bil Butler Phone:
Facility Owner/Manager (print)
Date:
Facility Owner/Manager (signature)

11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 26 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Lagoon #1
line m =
962.1 lb PAN
2. Structure ID: Lagoon #2
line In =
1052.0 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.lines7+2+3+4+5+6= 2014.1lbPAN
Ill. 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
Oblacre)
t TOTAL PIN
BALANCE FOR
FIELD (Ibe.)
u. application window'
2263
1
Small Grain Overseed
2.30
40.59
93.4
10/1-V31
2263
2
Small Grain Overseed
5.60
42.27
236.7
10/1-/31
2263
6
Small Grain Overseed
5.50
50.00
275.6
10/1-3131
2263
7
Small Grain Overseed
5.30
50.00
265.0
10/1-3/31
2263
8
Small Grain Overseed
5.60
50.06
280.0
10/1-3/31
2263
9
Small Grain Overseed
5.90
37.24
219.7
10/1-3/31
2263
9 A
Small Grain Overseed
2.10
24.46
51.4
10/1-3/31
2263
10
Small Grain Overseed
5.00
43.60
218.0
10/1-3/31
2263
11
Small Grain Overseed
6.00
50.00
300.0
10/1-3131
2263
11 A
Small Grain Overseed
2.70
38.16
103.0
10/1-3/31
1952
12
Small Grain Overseed
2.10
50.00
105.0
10/1-3/31
'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) = 2147.2 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 2014.1 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 2147.2 lb. PAN
y. Overall PAN balance (w - x) = lb. PAN
POA (30 Day) 2121100

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. Mr. James Spivey called
my on 31R2016 to report lagoon and to let me know he needed an updated POA. This POA was completed by
Sam Edwards Envrionmental Specalist on 317/2016. Mr. Spivey has several more fields to spray on if needed.
POA (30 Day) 2/21/00

E
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): La oon #1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr.124 hr. storm & structural freeboard
c. line b - line'a (inches in red zone) =
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line cJ12 x line d x 7.48 gallons/fe
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
14.0 inches
19.0 inches
5.0 inches
170016 fe
529883 gallons
180 days
193851 fe
h. current herd # 5880 certified herd # 5880
actual waste produced = current herd # x line g = 193851 if
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
1. current waste analysis dated 2/22/2016
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)
®fe
102375 fe
369295 gallons
1.07 Ibs/1000 gal.
962.1 lbs. 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): 1 Lagoon #2
2. Current liquid volume in 25 yr.J24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr.J24 hr. storm & structural freeboard
c. line b - line a (inches in red zone) =
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line cJ12 x line d x 7.48 gallonsW
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
13.0 inches
19.0 inches
6.0 inches
157136 fe
587689 gallons
180 days
g. volume of waste produced according to structural design 193851 ft3
h. current herd # 5880 certified herd # 5880
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 1 2/22/2016
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)
193851 if
0fe
94972 fe
360066 gallons
1.11 Ibs/1000 gal.
1052.0 lbs. PAN
PoA (30 Day) 2/21/00

Ll
�,,f , lo-0
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/ldentifier (ID): La -goon 1 Double B
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 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) 170,016 fe
e. line c/12 x line d x 7.48 gallons/fe 211953 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 1 193,851 Ife
h. current herd # 5880 certified herd # 58$0
actual waste produced = current herd # x line g =
certified Nerd #
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 1111812015
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)
193851 W
Ile
102,375 fe
369295 gallons
0.90 Ibs/1000 gal.
523.1 lbs. 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
I. Structure Name./identifier (ID): 2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 15.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 4.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 157136 fe
e. line c/12 x line d x 7.48 gallons/ft3 391792 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 193851 fe
h. current hens # 588D certified herd # 5880
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 1 11/18/2015
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)
193851 i
0fe
94792 fe
359842 gallons
0.82 lbs/1000 gal.
616.3 lbs. PAN
PoA (30 Day) 2/21/00

L
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 = 523.1 lb PAN
2. Structure ID: 2
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
line m = 616.3 lb PAN
line m = lb PAN
line m = lb PAN
line m = lb PAN
line m = lb PAN
n.lines 1+2+3+4+5+6= 1139.4lbPAN
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
(lblacre)
L TOTAL PAN
BALANCE FOR
FIELD (lbs.)
u. application window
2263
1
Small Grain Overseed
2.30
50.00
115.0
10/1-3/31
2263
2
Small Grain Overseed
5.60
50.00
280.0
10/1-3/31
2263
6
Small Grain Overseed
5.50
50.00
275.0
10/1-3/31
2263
7
Small Grain Overseed
5.30
50.00
265.0
10/1-3/31
2263
8
Small Grain Overseed
5.60
50.00
280.0
10/1-3/31
2263
9
Small Grain Overseed
5.90
50.00
295.0
10/1-3/31
2263
9A
Small Grain Overseed
2.10
50.00
105.0
10/1-3/31
2263
10
Small Grain Overseed
5.00
50.00
250.0
10/1-3/31
2263
11
Small Gain Overseed
6.00
50.00
300.0
10/1-3/31
2263
11A
Small Grain Overseed
2.70
50.00
135.0
1011-3/31
19522
12
Small Grain Overseed
2.10
50.00
105.0
10/1-3/31
'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} = 2405.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 1139.4 lb. PAN
PoA (30 Day) 2/21100

x. Crop's remaining PAN balance (line v from section Ill) = 2405.0 lb. PAN
y. Overall PAN balance (w - x) _ .1266 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.
Spivey with Double B Farms self reported this high freeboard to Sam Edwards-DSWC-NCDA on 21812016.
0 30 day POA uses 11 pulls to meet PAN needs of POA. Grower has several more fields available. This POA
created on 2/9/2016 by Sam Edwards, Environmental Specalist DSWC.
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): La oon 1 Double B
2. Current liquid volume in 25 yrJ24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr.124 hr. storm & structural freeboard
c. line b - line a (inches in red zone) =
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c112 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
17.0 inches
19.0 inches
2.0 inches
17D,016 if
211953 gallons
I
180 days
193, 551 ft3
h. current herd # 5880 certified herd #1 5880
actual waste produced = current herd # x line g = 193851 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 11/18/2015
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
0 ft3
102, 775 ft3
369295 gallons
0.90 Ibs11000 gal.
623.1 lbs. PAN
PoA (30 Day) 2/21/00

PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Namelldentifier (ID): 2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 15.0
b. designed 25 yr./24 hr. storm & structural freeboard 19.0
c. line b - line a (inches in red zone) = 4.0
d. top of dike surface area according to design
(area at below structural freeboard elevation) 157136
e. line cJ12 x line d x 7.48 gallons/W 391792
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 184
g. volume of waste produced according to structural design 193851
h. current herd # 5880 certified herd #1 58$0
actual waste produced = current herd # x line g = 193851
certified hens #
i. volume of wash water according to structural design 0
j. excess rainfall over evaporation according to design 94792
k. (lines h + i + j) x 7.48 x 30 days/line f= 359842
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 11/18/2015 0.82
m. ((lines e + k)/1000) x line I = 616.3
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21 /00

11. 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
2. Structure ID: 2
3. Structure ID:
4. Structure ID:
5. Structure ID:
6. Structure ID:
line m = 523.1 lb PAN
line m = 616.3 lb PAN
line m =
lb PAN
line m =
lb PAN
line m =
lb PAN
line m =
-lb PAN
n.lines I+2+3+4+5+6= 1139.4lbPAN
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 T141S 30 DAY PERIOD_
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balanoe
(lb/acre)
t TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
2263
1
Small Grain Overseed
2.30
50.00
115.0
10/1-3/31
2263
2
Small Grain Overseed
5.60
50.00
280.0
10/1-3/31
2263
6
Small Grain Overseed
5.50
50.00
275.0
10/1-3/31
2263
7
Small Grain Overseed
5.30
50.00
265.0
10/1-3/31
2263
8
Small Grain Overseed
5.60
50.00
280.0
10/1-3/31
2263
9
Small Grain Overseed
5.90
50.00
295.0
10/1-3/31
2263
9A
Small Grain Overseed
2.10
50.00
105.0
10/1-3/31
2263
10
Small Grain Overseed
5.00
50.00
250.0
10/1-3/31
2263
11
Small Grain Overseed
6.00
50.00
300.0
10/1-3/31
2263
11A
Small Grain Overseed
2.70
50.00
135.0
10/1-3/31
1952
12
Small Grain Overseed
2.10
50.00
105.0
10/1-3/31
'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) = 2405.0 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) =
1139.4 lb. PAN
PoA (30 Day) 2/21/00

v
x. Crop's remaining PAN balance (line v from section III) = 2405.0 lb. PAN
y. Overall PAN balance (w - x) = .1266 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.
Mr. Spivey with Double B Farms self reported this high freeboard to Sam Edwards-DSWC-NCDA on 21812016.
This 30 day POA uses 11 pulls to meet PAN needs of POA. Grower has several more fields available. This POA
was created on 2/9/2016 by Sam Edwards, Environmental Specalist DSWC.
PoA (30 Day) 2/21100

Pat McCrory
Governor
A
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Thomas A. Reeder
nirPrtnr
Double B Farms, Inc.
Double B Farms, Inc. 1-24
6022 Old Stake Rd
Clarendon, NC 28432-8814
Dear Double B Farms, Inc.:
September 23, 2013
John E. Skvada, Ill
Secretary
CEIVEft
A13Y
OCT D3 2013
:
Subject: Certificate of Coverage No. AWS240100
Double B Fars, Inc. 1-24
Swine Waste Collection, Treatment,
Storage and Application System
Columbus County
In accordance with your Notification of Change of Ownership received September 20, 2013, we are
hereby forwarding to you this Certificate of Coverage (COC) issued to Double B Farms, Inc., authorizing
the operation of the subject animal waste management system in accordance with General Permit
AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Anima! Waste Management
Plan (CAWMP) for the Double B Farms, Inc. 1-24, located in Columbus County, with a swine animal
capacity of no greater than the following annual averages:
Wean to Finish: Feeder to Finish: 17640 Boar/Stud:
Wean to Feeder: Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2014, and shall hereby void
Certificate of Coverage Number AWS240100 dated October 1, 2009. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please careful!y read this COC and the enclosed State General Permit. Please pgy careful attention to the
record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record keeping forms.
1636 Mail Service Center, Raleigh, !North Carolina 27699-1636
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: 91M07.64641 FAX: [phone]
Internet: www.ncwateraualitymg
An Equal Opportunity 1 Affirmative Action Employer

r'
If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 2T .0105(h) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, then an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Unit for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition II.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You
may find detailed watch/warning information for your county by calling the Wilmington, NC National
Weather Service office at [phone], or by visiting their website at: www.erh.noaa.goy/er/ihn/
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Sincerely,
for Thomas A. Reeder
Enclosure (General Permit AWGi00000)
cc: (Certificate of Coverage only for all ccs)
Wilmington Regional Office, Aquifer Protection Section
Columbus County Health Department
Columbus County Soil and Water Conservation District
APS Central Files (Permit No. AWS240100)
AFO Notebooks
Prestage Farms lnc

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT
Facility Number:
Facility Name:
24-100 1-8
24-101 9-16
24-111 17-24
Double B Farms
Certified operator Name: Billy C Butler
ANIMAL FACILI,,. ETI S"
County: Columbus
Operator Number: 19252
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 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon NametID: 1-8 9-16 17-24
Spillway(Y or N): N N N
Level(inches): 18 17 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 stone 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 facility's 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:
l 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.
Phone: r 0
Facility Own an ger (print)
Pm XaA6, ate: c:2/d-014!� 0
Facility Ow ager ignature)

30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Namelldentifier (ID): F77TF777
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 18A 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
top of dike surface area according to design
d. (area at below structural freeboard elevation) I 170016 ft
e. line c/12 x line d x 7.48 gallons/ft' 105977 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 193851 ft3
h. current herd # ® certified herd #®
actual waste produced = current herd # x line g = 193851 ft'
certified herd #
1. 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
4. Total PAN to be land applied during draw down period
I. current waste analysis dated I 12/16/2009
m. ((lines e + ku1000) x line I =
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
©ft3
102375 ft9
369295 gallons
... 1
1.40
665 lbs. PAN

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/ldentifier (ID): 9-16
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.0
b. designed 25 yr./24 hr. storm & structural freeboard 19A
c. line b - line a (inches in red zone) = 2.0
d. top of dike surface area according to design
(area at below structural freeboard elevation) 157 336
e. line c/12 x line d x 7.48 gallonstW 195896
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180
g. volume of waste produced according to structural design 193851
h. current herd # 5880 certified herd #1 5880
actual waste produced = current herd # x line g = 193851
certified herd #
i. volume of wash water according to structural design 0
j. excess rainfall over evaporation according to design 94792
k. (lines h + 1 + j) x 7.48 x 30 daystline f-- 359842
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 12/16/2006 1.40
m. ((lines e + k)/1000) x line I = 778.0
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
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): F 17-24
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.0
b. designed 25 yr.124 hr. storm & structural freeboard 19.0
c. line b - line a (inches in red zone) = 1.0
d. top of dike surface area according to design
(area at below structural freeboard elevation) 157136
e. line c112 x line d x 7.48 gallonslif 9794$
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 180
g. volume of waste produced according to structural design 193851
h. current herd # 5880 certified herd #1 5880
actual waste produced = current herd # x line g = 193851
certified herd #
i. volume of wash water according to structural design 0
j. excess rainfall over evaporation according to design 94792
k. (lines h + i + j) x 7.48 x 30 dayslline f= 359842
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 12/16/2006 1.30
m. ((lines e + k)11000) x line I = 595.1
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PaA (30 Day) 2121/00

IL TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD ANDIOR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure 1D: 1-8
line m =
665.4 lb PAN
2. Structure ID: 9-16
line m =
778.0 Ib PAN
3. Structure ID: 17-24
line m =
595.1 1b 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= 2038.5 lb PAN
Ill. 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
pblacre)
L TOTAL PAN
BALANCE FOR
FIELD (lbs.)
Column r x a
u. application rvindoW
2236
1
SG
2.30
32.00
73.6
OCT-MAR
2236
2
SG
5.60
32.00
179.2
OCT-MAR
2236
10
SG
5.00
50.00
250.0
OCT-MAR
2236
13A
SG
1.40
16.00
22.4
OCT-MAR
2236
13B
SG
2.50
35.00
87.5
OCT-MAR
2236
14
SG
6.00
36.00
216.0
OCT-MAR
2236
15
SG
3.50
50.00
175.0
OCT-MAR
2236
16
SG
2.80
50.00
140.0
OCT-MAR
2236
33
SG
3.20
34.00
108.8
OCT-MAR
2236
19
Fescue
6.40
130.00
832.0
AUG-JUL
2236
4
Fescue
5.60
146.00
817.6
AUG-JUL
2236
5
Fescue
5.60
146.00
817.6
AUG-JUL
2236
19
Fescue
6.40
130.00
832.0
AUG-JUL
v. I ow t AN avauaDle Tor all news [sum OT Column q =
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) _
x. Crop's remaining PAN balance (line v from section Ill) _
y. Overall PAN balance (w - x) =
4=1.I ID. PAN
2038.5 lb. PAN
4551.7 lb. PAN
-2513 lb. PAN

Line y must show as a deficit. If Gne 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.

\00
Nutrient Management Plan For Animal Waste U lization
01-11-2010
This plan has been prepared for:
Double B Farms
Mearl Butler
6022 Old Stake Road
Clarendon, NC 28432
910-653-9799
This plan has been developed by:
Edward E. Davis `
Columbus SWCD
45B Government Complex Road
Whiteville, NC 28472
910-642-2196 Ext. 3
-Wv�, Awe,,
Developer Signature
Type of Plan: Nitrogen Only with Both Manure and Fertilizer
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance procedures
established in this nutrient management plan which includes an animal waste utilization plan for
the farm named above. I have read and understand the Required Specifications concerning animal
waste management that are included with this plan.
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of Agriculture -
Natural Resources Conservation Service or the standard of practices adopted by the Soil and Water
Conservation Commission.
Plan Approved By: ZA&,.9 Agg,. — Z— - 0
Technical Specialist Signature Date
- ----------------------------------------------.---..--.-------------------------------------....---------------------------------------------------------
253681 Database Version 3.1 Date Printed: 01-11-2010 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the following
source(s):
Commercial Fertilizer is included in this plan.
U2
Double B Records waste generated 16,352,280 gals/year by a 17,640 animal Swine
Finishing Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
23958
Incorporated
41145
Injected
45312
Irrigated
26041
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (ibs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
26,041
35790
-9,749
22,474,093
-6,121,813
This plan includes a User Defined Source to determine the total pounds of PAN in Iieu
of NRCS Standard values. Refer to North Carolina Cooperative Extension Service publication AG43942
entitled "Soil Facts: Use of On -Farm Records for Modifying a Certified Animal Waste Management Plan" for
guidance on using on -farm records to develop a User Defined Source.
No
-te: In --------• I.. --so---rce - I— -D-, S---m----eans -----d.-ard ---source-----,--U ----...-ans - us----er • -- - ne--d ----sou---r-c--.------------------------------------------------------
usta----nmedefie
• Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
253681 Database Version 3.1 Date Printed: 01-11-2010 Source Page Page 1 of I

Narrative
All fields in this Nutrient Management Plan that use the prefix "NG" are New Ground fields. These
fields were cleared in 2008 and converted to spray fields. There are six (6) pulls in this New Ground
area consisting of Rains soils. All Pulls will be used for pasture. The landowner plans to plant annuals
on these pulls until the Fall of 2010. At that time, he plans to plant Fescue for pasture.
Below are the application rates for Pearl Millett (Summer Annual) and Oats (Winter Annual). The
landowner plans to plant Pearl Millett during the Summer of 2010.
SUMMER ANNUAL
Field
Soils
NGI P-1
Rains
NG1 P-2
Rains
NG 1 P-3
Rains
NG2 P-4
Rains
NG2 P-5
Rains
NG3 P-6
Rains
WINTER ANNUAL
Field
Soils
NGI P-1
Rains
NG 1 P-2
Rains
NG I P-3
Rains
NG2 P-4
Rains
NG2 P-5
Rains
NG3 P-6
Rains
Acres.
2.69
2.87
3.17
3.96
4.06
4.88
Acres
2.69
2.87
3.17
3.96
4.06 -
4.88
Crop
Millet
Millet
Millet
Millet
Millet
Millet
Crop
Oats
Oats
Oats
Oats
Oats
Oats
Application Period
4/1 through 9/15
4/1 through 9/15
4/1 through 9/15
4/1 through 9/15
4/1 through 9/15
4/1 through 9/15
Application Period
9/1 through 4/15
9/1 through 4/15
9/1 through 4/15
9/1 through 4/15
9/1 through 4/15
9/1 through 4/15
N. to apply/acre
140 Lbs.
140 Lbs.
140 Lbs.
140 Lbs.
140 Lbs.
140 Lbs.
N. to apply/acre
94 Lbs.
94 Lbs.
94 Lbs.
94 Lbs.
94 Lbs.
94 Lbs.
Total N./ Pull
376.6 Lbs.
401.8 Lbs.
443.8 Lbs.
554.4 Lbs.
568.4 Lbs.
683.2 Lbs.
Total N./ Pull
252.86 Lbs.
269.78 Lbs.
297.98 Lbs.
372.24 Lbs.
381.64 Lbs_
458.72 Lbs.
If anyone has questions concerning this plan, contact me, Edward E. Davis, Technical Specialist with
Columbus Soil and Water Conservation District. This narrative entered this, the 1 lth day of January,
2010.
----------------------------------------------------------------------------------------------•-------- ---------------------------------g----------
253681 Database Version 3.1 Date Printed: 01-11-2010 Narrative Page Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield estimates
are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence-
RYE
2263
NG1 P-1
2.69
2.69
N/A
Rains
Fescue Pasture
4.5 Tons
2263
NO P-2
2.871
2.87
N/A
Rains
Fescue Pasture
4.5 Tons
2263
NGI P-3
3.17
3.17
N/A
Rains
Fescue Pasture
4.5 Tons
2263
NG2 P-4
3.96
3.96
N/A
Rains
Fescue Pasture
4.5 Tons
2263
NG2 P-5
4.06
4.06
NIA
Rains
Fescue Pasture
4.5 Tons
2263
NG3 P-6
4.981
4.88
N/A
Rains
Fescue Pasture
4.5 Tons
2263
P1
2.30
2.30
NIA
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2263
P10
5.00
5.00
NIA
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2263
Pl l
6.00
6.00
NIA
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2263
P1 IA
2.70
2.70
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2263
P12
2.101
2.10
N/A
Rains
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
4.5 Tons
2263
P13A
1.40
1.40
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2263
P13B
2.50
2.50
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2263
P14
6.00
6.00
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2263
P15
3.50
3.50
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2263
P16
2.80
2.80
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2263
P17
5.00
5.00
N/A
Rains
Fescue Pasture
4.5 Tons
2263
P18
2.601
2.60
N/A
Rains
Fescue Pasture
4.5 Tons
2263
P19
6.40
6.40
N/A
Stallings
Fescue Pasture
4.0 Tons
2263
P2
5.60
5.60
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
253681 Database Version 3.1 Date Printed 1/11/2010
NOTE_ Symbol * means user entered data.
PCs Page Page 1 of 3

Planned Crops Summary
Tract
Field
'Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
2263
P20
2.70
2.70
N/A
Rains
Fescue Pasture
4.5 Tons
2263
P20A
0.901
0.90
N/A
Stallings
Fescue Pasture
4.0 Tans
2263
P20B
2.40
2.40
N/A
Stallings
Fescue Pasture
4.0 Tons
2263
P21
6,10
6.10
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2263
P22
5.201
5.20
NIA
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2263
P23
5.30
5.30
N/A
Rains
Fescue Pasture
4.5 Tons
2263
P24
5.30
5.30
NIA
Rains
Fescue Pasture
4.5 Tons
2263
P25
5.401
5.40
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2263
P26
4.30
4.30
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2263
P27
2.601
2.60
N/A
Rains
Fescue Pasture
4.5 Tons
2263
P28
2.60
2.60
N/A
Pantego
Fescue Pasture
4.0 Tons
2263
P29
4.20
4.20
NIA
Torhunti
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.0 Tons
2263
P29A
2.10
2.10
N/A
Torhunta
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.0 Tons
2263
P3
5.601
5.60
N/A
Rains
Fescue Pasture
4.5 Tons
2263
P30
4.90
4.80
NIA
Torhunta
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.0 Tons
2263
Pal
1.50
1.50
NIA
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2263
P32
5.70
5.70
N/A
JR.ins
Fescue Pasture
4.5 Tons
2263
P33
3.20
3.20
N/A I
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2263
P34
2.70
2.70
NIA
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2263
P35
2.101
2.10
NIA
Torhunta
Fescue Pasture
4.5 Tons
2263
P4
5.60
5.60
NIA
Rain
Fescue Pasture
4.5 Tons
2263
P5
5.60
5.60
N/A
Rains
Fescue Pasture
4.5 Tons
2263
P6
5.50
5.50
N/A
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2263
P7
1 5.301
5.30
NIA
ILynchburg
Small Grain Overseed
1.0 Tons
253681 Database Version 3.1 Date Printed 1/11/2010
NOTE: Symbol 0 means user entered data.
PCS Page Page 2 of 3

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (L1)
Soil Series
Crop Sequence
RYE
Hybrid Betmudagrass Pasture
5.5 Tons
2263
1 P8
5.601
5.60
NIA
Lynchburg
Small Grain Overseed
LO Tons
Hybrid Bermudagrass Pasture
5.5 Tons
2263
P8A
3.00
3.00
NIA
Rains
Fescue Pasture
4.5 Tons
2263
P9
5.90
5.90
NIA
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bennudagrass Paswrc
5.5 Tons
2263
P9A
1101
2.10
NIA
Lynchburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tans
PLAN TOTALS: 188.93 188.83
Li
Potential Leaching
Technical Guidance
Low potential to contn-bate to soluble
None
2
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to soluble
Nutrient Management (590) should be planned.
nutrient leaching below the root zone.
<= 10
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve the soils
nutrient leaching below the root zone.
available water holding capacity and improve nutrient use efficiency should be considered.
10
Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations (328), Long -Term
No -Till (778), and edge -of -field practices such as Filter Strips (393) and Riparian Forest Buffers
(391).
kL
tnc
`` 1 . & -
1 L
253681 Database Version 3.1
Date Printed 1/11/2010
NOTE: Symbol * means user entered data.
PCS Page Page 3 of 3

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of cropland needed to use*
the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and proper timing of applications to
maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or other by-products, M
commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in order to supply the indicated quantity
of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is included in the table to ensure that the plan adequately provides
for the utilization of the manure generated by the operation.
Waste Utilization Table
Year l
Tract
I Field
Source
M
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs(A)
Comm.
FerL
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
Sal/A
Tons
1000 gals
tons
2263
NG1 P-1
U2
Rains
2.69
2.69
Fescue Pasture
4.5 Tons
8/1-7/31
146
0
0
Irrig.
146
91.68
0.00
246.62
0.00
2263
NGI P-2
U2
Rains
2.87
2.87
Fescue Pasture
4.5 Tons
8/1-7/31
146
0
0
brig.
146
91.68
0.00
263.12
0.00
2263
NGI P-3
U2
Rains
3.17
3.17
Fescue Pasture
4.5 Tons
8/1-7/31
146
0
0
brig.
146
91.68
0.00
290.62
0.00
2263
NG2 P4
U2
Rains
3.96
3.96
Fescue Pasture
4.5 Tons
8/1-7/31
146
0
0
Irrig.
146
91.68
0.00
363.05
0.0
2263
NG2 P-5
U2
Rains
4.06
4.06
Fescue Pasture
4.5 Tons
811-7/31
146
0
0
Irrig.
146
91.68
0.0
372.22
0.00
2263
NG3 P-6
U2
Rains
4.88
4.88
Fescue Pasture
4.5 Tons
8/1-7131
146
0
0
brig.
1461
91.68
0.00
447.39
0.00
2263
P1
U2
Lynchburg
2.30
2.30
Small Grain Oversecd
LO Tons
10/1-3/3l
50
0
0
brig.
50
31.40
0. OC
72.21
0.00
2263
Pl
U2
Lynchburg
2.30
2.30
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
179
0
0
Irrig.
179
112.40
0.00
258.52
0.0
2263
P10
U2
Lynchburg
5.00
5.00
Small Grain Overseed
1.0 Tons
10l1-3/31
50
0
0
Irrig.
50
31.40
0.00
156.98
0.00
2263
Pi0
U2
Lynchburg
5.00
5.00
Hybrid Bermudagrass Pasture
5.5 Tons
3/1.9/30
179
0
0
Irrig,
179
112.40
0.00
562.00
0.00
2263
P11
U2
Lynchburg
6.00
6.00
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
50
31.40
0.0
188.38
0.00
2263
PI 1
U2
Lynchburg
6.00
6.00
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
179
0
0
brig.
179
112,40
0.00
674.40
0.00
2263
PI IA
U2
Lynchburg
2.70
2.70
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
31.40
0,GO
84.77
0.00
2263
P11A
U2
Lynchburg
2.70
2.70
Hybrid Betmudagrass Pasture
5.5 Tons
3/1-9/30
179
0
0
Irrig.
179
112.40
0.0
303.48
0.0
2263
P12
U2
Rains
2.10
2.10
Smalt Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
31.40
0.00
65.93
0.00
2263
P12
U2
Rains
2.10
Ito
11 Hybrid Bermudagrass Pasture
4.5 Tons
3/1-9/30
146
0
0
Irrig.
146
91.68
0.00
192.53
0.00
253681 Database Version 3.1 Date Printed: 1/11/2010 WUT Page Page 1 of 4

Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applie.
Period
Nitrogen
PA 1
Nutrient
Req'd
(lbs1A)
Comm.
Fcrt. i,
Nutrient
Applied
(lbslA)
Res,
(lbslA)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs1A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
2263
P13A
U2
Lynchburg
1.40
1.40
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
31.40
0.00
43.96
0.0
2263
P13A
U2
Lynchburg
1.40
1.40
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
179
0
0
Irrig.
179
112.40
0.00
157.36
0.00
2263
P13B
U2
Lynchburg
2.50
2.50
Small Grain Overseed
1,0 Tons
10/1-3131
50
0
0
Irrig.
50
31.40
0.00
78.49
0.0
2263
P13B
U2
Lynchburg
2.50
2.50
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
179
0
0
brig.
179
112.40
0.00
281.00
0.0
2263
Pl4
U2
Lynchburg
6.00
6.00
Small Grain Overseed
1.0 Tons
1011-3131
50
0
0
Irrig.
5
31.40
0.00
188.38
0.0
2263
P14
U2
Lynchburg
6.00
6.00
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9130
179
0
0
Irrig.
17
112.40
0.0
674.40
0.00
2263
P15
U2
Lynchburg
3.50
3.50
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
brig.
50
31.40
0.00
109.89
0.0
2263
P15
U2
Lynchburg
3.50
3.50
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
179
0
0
Irrig.
179
112.40
0.00
393.40
0.00
2263
P16
U2
Lynchburg
2.80
2.80
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
lung,
50
31.40
0.00
87.91
0.00
2263
P16
U2
Lynchburg
2.80
2.80
Hybrid Bermudagrass Pasture
5,5 Tons
3/1-9/30
179
0
0
Irtig.
179
112.40
0.00
314.72
0.00
2263
P17
U2
Rains
5.00
5.00
Fescue Pasture
4.5 Tans
8/1-7/31
146
0
0
Irrig.
146
91.68
0.00
458.39
0.00
2263
P18
U2
Rains
2.60
2.60
Fescue Pasture
4.5 Tons
8/1-7/31
146
0
0
brig.
146
91.68
0.00
238.37
0,0
2263
P19
U2
Stallings
6.40
6.40
Fescue Pasture
4.0 Tons
8/l-7/31
130
0
0
Irrig.
130
81.63
0.00
522.44
0.00
2263
P2
U2
Lynchburg
5,60
5.60
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Irrig.
50
31.40
0.00
175.82
0.00
2263 1
P2
U2
Lynchburg
5.60
5.60
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
179
0
0
Irrig.
179
112.40
0.00
629.44
0,0
2263
P20
U2
Rains
2.70
2.70
Fescue Pasture
4.5 Tons
9/1-7131
146
0
0
Irrig.
146
91.68
0.00
247.53
0.00
2263
P20A
U2
Stallings
0.90
0.90
Fescue Pasture
4.0 Tons
8/1-7131
130
0
0
brig.
130
81.63
0.00
73.47
0.00
2263
P208
U2
Stallings
2.40
2.40
Fescue Pasture
4.0 Tons
8/1-7131
130
0
0
Irrig.
130
81.63
0.00
195.92
0.00
2263
P21
U2
Lynchburg
6.10
6.10
Small Grain Overseed
1.0 Tons
1011-3131
50
0
0
Irrig.
50
31.40
0.00
191.52
0.00
2263
P21
U2
Lynchburg
6.10
6.I0
Hybrid Bermudagrass Pasture
5.5 Tons
311-9/30
179
0
0
Irrig.
179
112,40
0.00
685.64
0.0
2263
P22
U2
Lynchburg
5.20
5.20
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
31.40
0.00
163.26
0.00
[T26T3P22
I U2
Lynchburg
5.20
5.20
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9130
179
0
0
irrig.
179
112.40
0.00
584.48
0.0
253681 Database Version 3.1 Date Printed: 1/11/2010 WUT Page Page 2 of 4

Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbslA)
Comm.
Fert.
Nutrient
Applied
(lbslA)
Res.
(lbs/A)
Applic,
Method
Manure
PA
NutrientA
pplied
(lbs(A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
2263
P23
U2
Rains
5.30
5.30
Fescue Pasture
4.5 Tons
8/1-7/31
146
0
0
Irrig.
146
91.68
0.0
485.90
0.0
2263
P24
U2
Rains
5.30
5.30
Fescue Pasture
4,5 Tons
8/1-7/31
146
0
0
Irrig.
146
91.68
0.00
485.90
0.00
2263
P25
U2
Lynchburg
5.40
5.40
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
31.40
0.00
169.54
0.00
2263
P25
U2
Lynchburg
5.40
5.40
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
179
0
0
Irrig.
179
112.40
0.00
606.96
0.0
2263
P26
U2
Lynchburg
4.30
4.30
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
3 L40
0.00
135.01
0.0
2263
P26
U2
Lynchburg
4.30
4.30
Hybrid Bermudagrass Pasture
5.5 Tons
311-9/30
179
0
0
[trig.
179
1 t2A0
0.00
483.32
0.0
2263
P27
U2
1R.M.2.60
2.60
Fescue Pasture
4.5 Tons
9/1-7/31
146
0
0
Irrig.
146
91.68
0.00
238.37
0.00
2263
P28
U2
antego
2.60
2.60
Fescue Pasture
4.0 Tons
8/1-7/31
133
0
0
]rrig.
133
83.52
0.00
217.14
0.00
2263
P29
U2
Torhunta
4.20
4.20
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
50
31.40
0.00
131.87
0.0
2263
P29
U2
ITrhunta
4.20
4.20
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
166
0
0
Irrig.
166
104.24
0.00
437.80
0.0
2263
P29A
U2
Torhunta
2.10
2.10
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
31.40
0.00
65.93
0,00
2263
P29A
U2
Torhunta
2,10
2.10
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9/30
166
0
0
Irrig.
166
104,24
0,00
218.90
0.0
2263
P3
U2
Rains
5,60
5.60
Fescue Pasture
4.5 Tons
811-7/31
146
0
0
Irrig.
146
91.68
0.00
513.40
0.0
2263
P30
U2
Torhunta
4.80
4.80
Small Grain Overseed
LO Tons
10/1-3/31
50
0
0
brig.
50
31.40
0.00
150.71
0.0
2263
P30
U2
Torhunta
4.80
4.80
Hybrid Bermudagrass Pasture
5.0 Tons
3/1-9130
166
0
0
Irrig.
166
104.24
0.00
500.34
0.0
2263
P31
U2
Lynchburg
1.50
1.50
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig,
50
31.40
0.00
47.10
0.00
2263
P31
UZ
Lynchburg
1.50
1.50
Hybrid Bennudagrass Pasture
5.5 Tons
3/1-9/30
179
0
0
Irrig.
179
112.40
0.00
168.60
0.00
2263
P32
U2
Rains
5.70
5.70
Fescue Pasture
4.5 Tons
8/1-7/31
146 1
0
0
Irrig.
146
91.68
0.00
522.57
0.00
2263
P33
U2
Lynchburg
3,20
3.20
Small Grain Overseed
1.0 Tons
10/l-3/31
50
0
0
Irrig.
50
31.40
0.00
100.47
0.00
2263
P33
U2
Lynchburg
3.20
3.20
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
179
0
0
[trig.
179
112.40
0.00
359.68
0.00
2263
P34
U2
ynchburg
2.70
2.70
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50.
31.40
0.00
84.77
0.0
2263
P34
U2
Lynchburg
2,70
2.70
Hybrid Bermudagrass Pasture
5.5 Tons
311-9/30
179
0
0
Irrig.
I7
112.40
0.00
303.48
0.0
253681 Database Version 3.1 Date Printed. ill 1/2010 WUT Page Page 3 of 4

Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs(A)
Comm.
Fed.
Nutrient
Applied
(Ibs/A)
Res,
(lbs/A)
Applic.
Method
Manure
PA
NutrientA
pplied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gat/A
Tons
1000 gals
tons
2263
P35
U2
Torbanta
2.10
2.10
Fescue Pasture
4.5 Tons
8/1-7/31
I50
0
0
Irrig.
150
94.19
0.00
197.80
0.00
2263
P4
U2
Rains
5.60
5.60
Fescue Pasture
4.5 Tons
8/1-7/31
146
0
0
brig.
146
91.68
0.00
513.44
0.40
2263
PS
U2
Rains
5.60
5.60
Fescue Pasture
4.5 Tons
8/1-7/31
146
0
0
brig.
146
91.68
0.0
513.40
0.00
2263
P6
U2
Lynchburg
5.50
5.50
Small Grain Oversced
l.0 Tons
10/1-3/31
50
0
0
Irrig.
50
31.40
0.00
172.68
0.00
2263
P6
U2
Lynchburg
5.50
5.50
Hybrid Bennudagrass Pasture
5.5 Tons
3/1-9/30
179
0
0
Irrig,
179
112.40
0.00
618.20
0.00
2263
P7
U2
Lynchburg
5.30
5.30
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
31.40
0.,
166.40
0.00
2263
P7
U2
Lynchburg
5.30
5.30
Hybrid Bennudagrass Pasture
5.5 Tons
3/1-9/30
179
0
0
brig.
179
112.40
0.00
595.72
0.0
2263
P8
U2
Lynchburg
5.60
5.60
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
31,40
0.00
175.82
0.0
2263
P8
U2
Lynchburg
5.60
5.60
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9130
179
0
0
Irrig.
179
112.40
0.00
629.44
0,0
2263
P8A
U2
Rains
3.00
3.00
Fescue Pasture
4.5 Tons
8/1-7/31
146
0
0
Irrig.
146
9L68
0.00
275.04
0,0
2263
P9
U2
Lynchburg
5.90
5.90
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
31.40
0.00
185.24
0.00
2263
P9
U2
Lynchburg
5.90
5.90
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
179
0
0
Inig.
179
112.40
0.00
663.16
0.00
2263
P9A
U2
Lynchburg
2.10
2.10
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
31,40
0.00
65.93
0.0
2263
P9A
U2
Lynchburg
2.10
2.10
Hybrid Bermudagrass Pasture
5.5 Tons
311-9/30
179
0
0
Irrig.
179
112.40
0.00
236.04
0.0
Total Applied, 1000 gallons
22,474.09
Tote! Produced, 1000 gallons
16,352.28
Balance. 1000 gallons
-6.121.81
Total Applied, tons
0,00
Total Produced, tons
0.00
Balance, tons
.::'.
0.0
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol • means user entered data.
253681 Database Version 3.1 Date Printed: 1/11/2010
WUT Page Page 4 of 4

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies with soils. If
applying waste nutrients through an irrigation system, you must apply at a rate that will not result in runoff. This table provides the
maximum application rage per hour that may be applied to each field selected to receive wastewater. It also lists the maximum
application amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
2263
NG l P-1
Rains
0.40
1.0
2263
NG 1 P-2
Rams
0.40
1.0
2263
NG 1 P-3
Rains
0.40
1.0
2263
NG2 P4
Rains
0.40
1.0
2263
NG2 P-5
Rains
0.40
1.0
2263
NG3 P-6
Rains
0.40
1.0
2263
P1
Lynchburg
0.50
1.0
2263
P10
Lynchburg
0.50
1.0
2263
PH
Lynchburg
0.50
1.0
2263
P11A
Lynchburg
0.50
1.0
2263
P 12
Rains
0.40
1.0
2263
P13A
Lynchburg
0.50
1.0
2263
P13B
Lynchburg
0.50
1.0
2263
P14
Lynchburg
0.50
1.0
2263
P15
Lynchburg
0.50
1.0
2263
P16
Lynchburg
0.50
1.0
2263
P17
Rains
0.40
1.0
2263
P18
Rains
0.40
1.0
2263
P19
Stallings
0.50
1.0
2263
P2
Lynchburg
0.50
1.0
2263
P20
Rains
0.40
1.0
2263
P20A
Stallings
0.50
1.0
2263
P20B
Stallings
0.50
1.0
2263
P21
Lynchburg
0.50
1.0
2263
P22
Lynchburg
0.50
1.0
2263
P23
Rains
0.40
1.0
2263
P24
Rains
0.40
1.0
2263
P25
Lynchburg
0.50
1.0
2263
P26
Lynchburg
0.50
1.0
2263
P27
Rains
0.40
1.0
2263
P28
Pantego
0.45
1.0
2263
P29
Torhunta
0.45
1.0
253681 Database Version 3.1 Date Printed 1/11/2010 IAF Page Page 1 of 2
NOTE; Symbol * means user entered data.

'r
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/haur)
Application Amount
(inches)
2263
P29A
Torhunta
0.45
1.0
2263
P3
Rains
0.40
1.0
2263
P30
Torhunta
0.45
1.0
2263
P31
Lynchburg
0.50
1.0
2263
P32
Rains
0.40
1.0
2263
P33
Lynchburg
0.50
1.0
2263
P34
Lynchburg
0.50
1.0
2263
P35
Torhunta
0.45
1.0
2263
P4
Rains
0.40
1.0
2263
P5
Rains
0.40
1.0
2263
P6
Lynchburg
0.50
1.0
2263
P7
Lynchburg
0.50
1.0
2263
P8
Lynchburg
0.50
1.0
2263
P8A
Rains
0.40
1.0
2263
P9
Lynchburg
0.50
1.0
2263
P9A
ILynchburg
0.50
1.0
253681 Database Version 3.1 Date Printed 1/11/2010 IAF Page Page 2 of 2
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for sludge
utilization for the indicated accumulation period. These estimates are based on average nitrogen concentrations for each source,
the number of animals in the facility and the plant available nitrogen application rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At clean out, this
material must be utilized for crop production and applied at agronomic rates. In most cases, the priority nutrient is nitrogen but
other nutrients including phosphorous, copper and zinc can also be limiting. Since nutrient levels are generally very high,
application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be used for
sludge application. If this is not possible, care should be taken not to load effluent application fields with high amounts of
copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water moving to streams and lakes,
phosphorous is a concern. Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
Ib/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
221.14
442.29
663.43
Hay 6 ton R.Y.E.
300
26.32
110.57
221.14
331.71
Soybean 40 bu
160
14.04
207.32
414.64
621-96
---------•--- -------------------------------------------------------------------------------------------------------------------------------------------------------------------------
253681 Database Version 3.1 Date Printed: 01-11-2010 Sludge Page Page 1 of

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity available
at the end of each month of the plan. Available storage capacity is calculated as the design storage capacity in days
minus the number of days of net storage volume accumulated. The start date is a value entered by the user and is
defined as the date prior to applying nutrients to the first crop in the plan at which storage volume in the lagoon or
holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design storage
capacity of the facility. If the available storage capacity is greater than the design storage capacity, this indicates that
the plan calls for the application of nutrients that have not yet accumulated. If available storage capacity is negative,
the estimated volume of accumulated waste exceeds the design storage volume of the structure. Either of these
situations. indicates that the planned application interval in the waste utilization plan is inconsistent with the
structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name I Double B Records
Design Storage Capacity (Days)
Start Date 09/30
180
Plan Year
Month
Available Storage Capacity (Days) •
1
1
165
1
2
169
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
180
1
11
180
1
12
165
* Available Storage Capacity is calculated as of the end of each month.
----•------------------------------------- ---- - -- -----------------
253681 Database Version 3.1 Date Printed: 01-11-2010 Capacity Page Page 1 of 1

40 4
Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during operation
or land application. Any discharge of waste that reaches surface water is
prohibited.
2. There must be documentation in the design folder that the producer either owns
or has an agreement for use of adequate land on.which to properly apply the
waste. If the producer does not own adequate land to properly dispose of the
waste, he/she shall provide evidence of an agreement with a landowner, who is
within a reasonable proximity, allowing him/her the use of the land for waste
application. It is the responsibility of the owner of the waste production facility to
secure an update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application, receiving
crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based upon soil type, available moisture, historical data,
climatic conditions, and level of management, unless there are regulations that
restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per year.
Waste may be applied to land eroding at more than 5 tons per acre per year but
less than 10 tons per acre per year provided grass filter strips are installed where
runoff leaves the field (see USDA, NRCS Field Office Technical Guide Standard
393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste application.
Waste should not be applied when there is danger of drift from the land
application field.
6. When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to
conservation tilled crops or grassland, the waste may be broadcast provided the
application does not occur during a season prone to flooding (see "Weather and
Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such
that runoff does not occur offsite or to surface waters and in a method which does
not cause drift from the site during application. No ponding should occur in order
to control odor and flies.
--------------------------------------------------------------------------------------------------------------------------------------------------------.
253681 Database Version 3.1 Date Printed: ll1112010 Specification Page 1

8. Animal waste shall not be applied to saturated soils, during rainfall events, or
when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that
the crop is not covered with waste to a depth that would inhibit growth. The
potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading rates on
these soils should be held to a minimum and a suitable winter cover crop planted
to take up released nutrients. Waste shall not be applied more than 30 days prior
to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with the '
following: The outer perimeter of the land area onto which waste is applied from
a lagoon that is a component of a swine farm shall be at least 50 feet from any
residential property boundary and canal. Animal waste, other than swine waste
from facilities sited on or after October 1,1995, shall not be applied closer that 25
feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than
those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied to
prior converted cropland provided the fields have been approved as a land
application site by a "technical specialist". Animal waste shall not be applied on
grassed waterways that discharge directly into water courses, and on other
grassed waterways, waste shall be applied at agronomic rates in a manner that
causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks,
etc., shall not be discharged into the animal waste management system.
..._ . - -. ----- - --------------------------------
253681 Database Version 3.1 Date Printed: 1/11/2010 Specification PajZe 2

17. A protective cover of appropriate vegetation will be established on all disturbed
areas (lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as
necessary, to protect the vegetation. Vegetation such as trees, shrubs, and other
woody species, etc., are limited to areas where considered appropriate. Lagoon
areas should be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate
the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a
regular basis to prevent breakdowns, leaks, and spills. A regular maintenance
checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops
for direct human consumption. However, if animal waste is used on crops for
direct human consumption, it should only be applied pre -plant with no further
applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom elevations of
the temporary storage (pumping volume) of all waste treatment lagoons.
Pumping shall be managed to maintain the liquid level between the markers. A
marker will be required to mark the maximum storage volume for waste storage
ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the
rate -determining nutrient, unless other restrictions require waste to be applied
based on other nutrients, resulting in a lower application rate than a nitrogen
based rate. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be
adjusted and maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste application
records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
----------- •- ------------ ---------- ----------------------------------------- ----- --
253681 Database Version 3.1 Date Printed: 1/11/2010 Specification Paize 3

x M•
Crop Notes
The following crop note applies to feld(s): P28, P35
Fescue: Coastal Plain, Organic Soils.
Adaptation: Well -adapted.
In the Coastal Plain tidewater region, tall fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to
Mar. 20. For pure -stand broadcast seedings use 20-to 30 lblac., for drilled use 15 to 20 lb/ac. seed. Use
certified seed to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure
stands, 0.25" in mixture with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged
saturation; use ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime,
phosphorus, and potassium recommendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands
only. Do not apply N for mixtures with clovers but use proper legume inoculation techniques. Apply 150
to 2001b/ac. N to pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb.
1 to Mar. 20 and Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical
Bulletin 305 Production and Utilization of Pastures and Forages in North Carolina for additional
information or consult your regional agronomist or extension agent for assistance.
The following crop note applies to field(s). NG1 P-1, NG1 P-2, NG1 P-3, NG2 P4, NG2 P-5, NG3 P-6,
P17, P18, P20, P23, P24, P27, P3, P32, P4, P5,
Fescue: Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain, tall fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 lblac. seed. Use certified seed
to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in
mixture with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use
ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime, phosphorus, and
potassium recommendations- Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply
N for mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac. N to
pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. 1 to Mar. 20 and
Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
----------------------------------- ------------------------------------------------------------------------------------------------------------------
253681 Database Version 3.1 Date Printed: 01-11-2010 Crop Note Page Page 1 of 4

The following crop note applies to field(s): P19, P20A, P20B
Fescue: Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain, tall fescue can be planted Sept. I to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 201b/ac. seed. Use certified seed
to avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in
mixture with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use
ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime, phosphorus, and
potassium recommendations. Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply
N for mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac. N to
pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. 1 to Mar. 20 and
Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
The following crop note applies to field(s):-P29, P29A, P30
Small Grain: Coastal Plain, Organic Soils
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 112 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): P12
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15 November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till, Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushelslacre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
--------------------------------------------------------------------------------------------------------------------------------------•--•----------
2536&1 Database Version 3.1 Date Printed: 01-11-2010 Crop Note Page Page 2 of 4

The following crop note applies to field(s): P1, P10, PI I, PI IA, P13A, P13B, P14, P15, P16, P2, P21,
P22, P25, P26, P31, P33, P34, P6, P7, P8, P9
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15 November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2• bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
Bermudagrass: Coastal Plain, Organic Soil
Adaptation: Not adapted.
The following crop note applies to field(s): P29, P29A, P30
The following crop note applies to field(s): P12
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
------------------------------------------------------------------------------------------------------- ---------------------------------------------------------
253681 Database Version 3.1 Date Printed: 01-11-2010 Crop Note Page Page 3 of 4
L

The following crop note applies to field(s): P1, P10, P11, P11A, P13A, P13B, P14, P15, P16, P2, P21,
P22, P25, P26, P31, P33, P34, P6, P7, P8, P9
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid benmudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton. 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
------------------------ -- ------------------ ----• ------------------------------------------------------------- ------•-.--
253681 Database Version 3.1 Date Printed: 01-11-2010 CropNote Page Page 4 of 4

Feb 09 10 11.50a IMT Biz Ctr
9103773004 p•1
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Fadility Number.
Facility Name:
1-8
4-10 9 16
able B Fauns
canoed operator mama: Billy C Butler
County: Columbus
Operator Number: 19M
1. Cunent liquid level(s) in inches as measured torn the current liquid Wvei in the lagoon to the
lowest point on the, top of the dam fir lagoorts without spillways; and from the current liquid level
in the lagoon to the bottom of the spIlway for lagoons with spillways.
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: 1-8 9-16
Sprilwaff or N): N N
Levei(inches). 18 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 acoaptable rams.
X Liquid level is within the 25 year 24 hour storm elevations for one or more strucbunes. 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 %didy numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of wasW to a site
not covered in the facWs CAWMP.
Operathm will be partially or fully depopuL-Aed
'Attach a complete sbhedule with corresponding animal units and dates fro depopulation
'Sf antmWs are to be moved to another permitted facarty, provide fadlity number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste;
I heresy cer ft that I have reviewed the inforrrration 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.
- --117 &+11tr Phone: 4j6 - 6 5"3 - 9`7 f
Fability Owner/Manager (print}
Date: .2` 9-! 4
Fac it /Manaiger (signature)

DXVi610M Qf RWIMOM'x'" sAWAPAENr
Sznteut,er 24. IIJ82
Mr. Chsi■ 1A. Venters
117 Rhea street
P. O. !os 5208
Wow Bern, Mortb Carolina 28560
SfJBJ=s Waiver of Stream scaltoring Requirements
NP= Permit No. MC0024481
Days Inn of axorlca, Inc.
fayetttvillo, Cwabsrt&"d county
Dear Kr. VontaCe s
Your letter dated June 17, 1982 requesting waiver of stream sonitoring
requirements at the subject facility has been reviewed by the staff of the
fayettsvills Asgional Offiare.
Their review 1.441.04tes that the relatively soall disebarrge of 17,000 gpd
froft the waotswater tseatwent plant enters a sandy, dry ditch. it was
indicated that the discharge saroly enters Baker's sw&V baaauss it usually
is absorbed in the dry ditch. an occasion of heavy rain, the effluent diluted
with rein water will *Ater Batter's swampo however, it Mould have a negligible
effect on the roosiving stream under these flow ronditlons. 2'heir review also
indLeated that the afflsent is consistently of a high quality tad that obtaining
a representative downstream or upstream sample would be difficult due to the
nature of those locaeloas.
With these oaasideratioas in mind, you aro hereby granted examption from
the *-uses sonitoriag requirements of Pewit no. VC002"81,
_f
Xf you have any questions or need additional information ooncerning this
satear, please omtact Mr. K. M. Cox with our rtyetteville Pagiorsal Office at
(919) 486- 1541.
Binaersly,
Original Signed By
FC-FiREST R. WESTALL
FOR
lbbart r. Balm.
Dtreotor
�/lsar
Gov tap*ttevills Jl"Imalr offlat
Mr. John a. Suits"
Mr. racks LOW

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number
Facility Name:
4-;100 1-8
24- ill1- 9-16
e B Farms
Certified Operator Name: Billy C Butler
County: Columbus
Operator Number: 19252
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 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: 1-8 9-16
Spillway(Y or N): N N
Level(inches): 18 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 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 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:
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.
Phone:
Facility Owner/Manager (print)
Date:
Facility Owner/Manager (signature)

If. 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: 1-8
line m =
665.4 lb PAN
2. Structure ID: 9-16
line m =
640.9 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= 1306.3 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
(Ib/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ms.)
column r x s
u. application windo%4
2236
1
SG
2.30
32.00
73.6
OCT-MAR
2236
2
SG
5.60
32.00
179.2
OCT-MAR
2236
10
SG
5.00
50.00
250.0
OCT-MAR
2236
13A
SG
1.40
16.00
22.4
OCT-MAR
2236
13B
SG
2.50
35.00
87.5
OCT-MAR
2236
14
SG
6.00
36.00
216.0
OCT-MAR
2236
15
SG
3.50
50.00
175.0
OCT-MAR
2236
16
SG
2.80
50.00
140.0
OCT-MAR
2236
33
SG
3.20
34.00
108.8
OCT-MAR
2236
19
Fescue
6.40
130.00
832.0
AUG-JUL
v. Total PAN available for all Fields (sum of column t)
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) _
x. CroWs remaining PAN balance (line v from section III) _
y. Overall PAN balance (w - x) =
2084.5 lb. PAN
1306.3 lb. PAN
2084.5 lb. PAN
-778 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.

v
1
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/ldentifier (ID): F 1-8
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 18.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 1.0 inches
top of dike surface area according to design
d. (area at below structural freeboard elevation) 170016 ftZ
e. line c/12 x line d x 7.48 gallonsW 105977 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 193851 ft3
h. current herd # 5880 certified herd # 5880
actual waste produced = current herd # x line g =
193851 W
certified herd #
i. volume of wash water according to structural design
ft3
j. excess rainfall over evaporation according to design
102375 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f=
369295 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 12/16/2009
1.40
m. ((lines e + k)11000) x line I =
666 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next: Structure tab shown below)

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 9-16
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. tine 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) 157136 ft2
e. line ell x line d x 7.48 gallonsW 97948 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 193851 ft3
h. current herd # 5880 certified herd #1 5880
actual waste produced = current herd # x line g = 193851 ft'f
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 12/16/2006
m. ((lines e + kU1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
©ft3
94792 ft3
359842 gallons
1.40 Ibs/1000 gal.
640.9 lbs. PAN
PoA (30 Day) 2/21 /00

Q�OF W ATFgQG Michael F. Easley, Governor
William G. Ross Jr., Secretary
rNorth Carolina Department of Environment and Natural Resources
4 `t
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007 RECEIVED
Mead Butler
Double B 1-8 JUN 2 6 2007
6022 Old Stake Rd
Clarendon, NC 28432-8814 BY:
Subject: Certificate of Coverage No. AWS240100
Double B 1-8
Animal Waste Management System
Columbus County
Dear Mearl Butler:
In accordance with your application received on 4-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Mearl Butler, authorizing the operation of the subject animal
waste management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Double B 1-8, located in Columbus County, with an animal capacity of no greater
than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 17640 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish: 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition Ill.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Pleaseyay
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: Mm.ncwateraw tv.og Location: 2728 Capital Boulevard
An Equal OpportunigrlA4irtmative Action EmpkW— 50% ReopcJeN1 D% Post Consigner Paper
1�°`,�th�3na
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, _rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .0111(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-395-3900. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Columbus County Health Department
Columbus County Soil and Water Conservation District
Wilmington Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS240100

o�Ot WArFRQ�
0 �
April 28, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mearl Butler
Double B 1-8
6116 Old Stake Rd
Clarendon, NC 28432-8968
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
MAY 02 4uu6
Re: Request for Information
Facility Annual Stocking Average
Double B 1-8
Permit #: NCA224100
Columbus County
Dear Mearl Butler:
Based on information submitted with the facility's Animal Facility Annual Certification Form,
the Division of Water Quality (DWQ) is requesting additional information related to the annual
average of animals for the year 2005.
The Certificate of Coverage (COC) NCA224100 of your NPDES Permit states:
"This approval shall consist of the operation of this system, including, but not limited to,
the management of animal waste from the Double B 1-8 located in Columbus County,
with an animal capacity of no greater than an annual average of 17,640 Feeder to
Finish, and the application to land as specified in the facility's Certified Animal Waste
Management Plan (CAWMP). If this is a Farrow to Wean or Farrow to Feeder operation,
there may also be one boar for each 15 sows. Where boars are unnecessary, they may be
replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows."
The Division received your annual certification form on February 28, 2006. On that form, you
indicated that your annual average was 18,523. This exceeds the annual average specified in your
COC of 17,640. To avoid possible enforcement action for a violation of your permit, please
submit the facility's stocking records for the year 2005 within thirty (30) days to the following
address:
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterqualb.location: 2728 Capital Boulevard
An Equal OpportunilylAfirnmWe Action Empkryer— 60% Rerycled110% Post Consumer Paper
I Carolina
rd=12r
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

Contd. Page 2
April 28, 2006
Mead Butler
NCA224100
Miressa D. Garoma
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
Please be advised that nothing in this letter should be taken as removing from you the
responsibility or liability for failure to comply with any State Rule, State Statue or permitting
requirement. .
If you have any questions regarding this letter, please do not hesitate to contact me at (919) 715-
6937 or the Wilmington Regional Office at [phone].
Sincerely,
(7#/4
Miressa D. Garoma
Animal Feeding Operations Unit
cc: APS Central Files
Wilmin on Re Anal Office

r May 16 07 02:19p Teresa Butler
910-6 53-3048 p.1
Lagoon Shodge Survey Form
A. Faun Pa.. ar DWO Idantiticat3on Nta dw
B. Lagoon Ideniftication
C. Pwrsorl(s) taking Measuramenis p rr s
Z
D. Dab of Meanwramerrls
E. kbft d4„ (Devices Usad for Mesumnent of:
a. Dh9anoe tram the lagoon liquid su rboe to the top of to a udge layer:
t;�s71d '
b. Oftlance film line lagoon liquid surboe to the bottom Od► of ban 3 X
G T'hkkwss of the sludge layer itawking a direct measwerinerdvAlb'core sampler'
F. Lagoon Surface Area (wing drmensions at the inside top of bard* � (acres)
(Draw &postal of lagoon on a swat$ sheet scud list dirnattsi M and adaAft Staface area.)
G. Estimate number of sampling pob ts_
a. Lass than 1.33 acres: Use S points
b. If more bran 1.33 acres. Y. ! acres X 5 = . wb ma*wm of 2s.
(using sketch and duaensiom develop a uniform'grid' drat number of htereacbn point drat inlet
most closely with the estimated number of Sampling pohds . Number Qte grid intersection points on
the lagoon grid to emnewnd with the data to be recorded fob palms of naeammement)
N. Conduct sludge sunray and record data on 'Mudge Survey Data SheW-
1. At the time of sludge survey. also measure the distance from the Ma*mtrnlucw Ur d
b On Present i lgtdd Level (meatmxa at the lagoon gage pole):
J. Delermine distance from Matomwn l.igtdd Gmft to kfirumum Liquid Levet 1
(Deterroine from Plan at other lagoon reoods)
i
K Celiculate distance f m presrstt liquid surface 1avd to Minimum Liquid `
Level: (lama - Item L assu"ft present liquid newel is below Max Ucl. Level: 1 • A
L. Record from sludge survey data sheet the dt *wm horn -the present liquid 'surface level
to the lagoon bottom (average for all do measuemant pdrMsk
tit_ Faesord from the sludge surrey data sheet ate durance {corn the present Qdudd euoface lard
to the hop of the Sludge layer (average for all the measurement pohm):
N. Record from the shoda survey data sheet Qte average thickness of the spiilge layer: .
O. CalaWale Bw thidateas of the existing Liquid rreabnerd Zone (Item K - Mein K): t
Ok t IT item O is less than 4It, a sludge removal and utiliz allon plan may; be ntcµ&W toy
N.C. DWO, See Your specIC pemnit or oorltatcl DNYQ for more irftMft n.)
P_ Proceed to the lodge volume waksheel if desire to raft ale stodge volume for redartgutar shaped
lagoon with uniform side slope,
c-by. -7„ ..,_Y Daly
Print Nance Signature

` May ,16 07 02:20p Teresa Budet
910-653-3048 p.2
Lagoon Sludge Survey Form
A Farm Permit or DWO IdantlftCation Number - 10 t
B. Lagoon Idantibcatbrt
C. Person(s) taking IlleasunemeMs
D. Date of Meas ramet to
E. Mad odi lDeviaes Used for Maasuement at
a_ Distance from Are Ibgaon itgrdtf SuriaGe to the top of the sludge layer.
b. Distance from the lagoon RWO strtaae to the baftn ill of lagoon:
ig�1y twr
a. Thidcrtess of the sludge layer if making a dirad measuiement tift `we sampler"
t�1
F. Lagoon Surface Area {using dimensions al the it slde top albaedt): 3. r1 (awes)
(Draw sketch of lagoon on a separate slues! and On dimenslons. and date surface area.)
G-F H 0 number od sampli g ponce:
a Less tttan 1.33 ataes: We S pointss
b. If mote than 1.33 acres, 3 • rj 00" X B = ci wlib mwdlmm Of 24.
(using skte" and dimensions, develop a uniform 'grid' VW has ruanber of IRWAOWon points that itlalcl
textd closely with the estirrmted number of sampling poins riesded. Number tiro gdd Inlarsetd out pt lift an
the lagoon grid to Correspond Wh gre data to be recorded for points of measurement.)
H. Conduct dude survey and her and data on 'Sludge Survey Data Sliest'.
I. At the time of sludge survey. also measure, the distance from the M m&num Lk tdd Level
to Im Present Liquid Level (measure at the lagoon gage polk
J. Delermine distance from Maximum Liquid rtma to Knimum Liquid Levet
{7
(Detemilne from Plan or other lagoon records)
K Calculate distance from present liquid Surface level to Mir*nurn Liquid
Level- Item) - Item 1, assuming present liquid lave! is below Max. Liq. Level:
— .7-
L Record from sludge survey data sheet the distance from the present POW surface level
iD the lagoon bottom (average for all the measuemerd points):
kL Record from the sludge Survey data sheet the distance tittle the present liquid aurfaoe level
to the top of the aludge layer (average tar as the measurement pokfts
-
N. Ptemd from the sledge survey data sheet the average ittickness of the sludge tsyet':
�y
O. Calculate the ftkness of the e981119 liquid Treaftwd Zone {stem M - Item K): '
4f .:.
(Note: if item O is less than 4 %. a sludge removal and utWzalicn plan may be regtdrod by
N.C. DWO- see your specdfrc permit or aontacl DWQ for mare hamlabWt.)
P. Proceed to the sludge volume WO%811ee1 tf desire to Calculate sludge volume for rectangular Shaped
lagoon %M uniform side slope_
Completed by %„ o r nj. , ah=,:� 0aW.
Print Name Signature
31 ,

' May 46 07 02:20p Teresa Butler
910-653-3048 p.3
U goon Shalftle Strvey 1=orm
A. Farm Permit or DWO iden59catlon Number ;4 - l ! t
B. Lagoon idendficalon _f's 111-140 _
C. Person(s) taking Measures c Ali-
D. Date of Measurements c . _ n 6
I- MetKKbIDevk es Usad for Messuernent of
a. Dlsfanae from the "ow kluld surface to the top of the sludge IaW.
r... r
b. DMWM from the lagoon liquid surface to the bolfraam (sod) of lagoam:
ti
t Thickness of ltie sludge layer d maldng a dared measuremerd wMOcom sampler"
._., llA .....
F. Lagoon Surface Area (using dimensions at the inside top of bankl '� •8 (aces)'
(Draw skarh of lagoon an a separate sheet and list dimensions, and calculate surtaas area.)
G. Estimate murtm of sampling poirsls:
a. iws than 1.33 acres: Use 8 points
b. 3f more than 1.33 acres. Y. 7 aaea x S = �'� . with madmum of 24.
(using sketch arM dtrrw%sl ns, develop a aarlfarm `grid" that has number of kriarsecdon points fhatrrmtrh
mast closely wilt the estimated numberot satrgfir►g pabtlS needed. Mr abet the grid intarsedion points on
the lagoon grid tocorrespond with ttre data to bo moarded far pokft of moot )
K Conduct sludge survey and record data an'Stude Survey Data Sheer.
I. At the twee of sludge survey, also measure the dkb nm from the Maximum Lkluid Level
to the Present Liquid Level (mean at the lagoon gage polek
s .
J. Detsm*w distance from M O&MI n Ltquid limit b Minimum Liquid Level:
(Determine tram Man or oeter emr 41)
K. Calculate distance fiom present liquid surface level to Minimum Liquid
Level pemJ - gem 1, assuming present ligtdd level is below Max.14 Level;
'
L Record from sludge survey data sheet qte distance from the present liquid surface lavel
to So boom boWM (average far all the measuement points):
K Record front the sludge survey data sheet the dlatareae from the p watt lWd surfaw level
to fie tap of the sludge layer (average for all the measurement pointsk
N. Record Pram the sludge survey data sheet the aveRge thickness of We sludge layer:
O. Calculate the Muir s of the existing Liquid Treatment Zone pptm M - turn n^-
(Note. If item O Is less Man 0 R.. a sludge rentaval and udr®Mon plan may be required by
N.C. DWO _ see rear speric penNt Or 17algiiCt UNQ Tar more iniminaam .)
P. Proceed to the sludge Voltan Worksheet if desire to eakubte sludge volume for rectangular shaped
lagoon with undlarm ,aide slope.
Completed by ' ,. 0.-, � C goo 46L r. l . Cate:
Print Name 6 Sig ahKe
r
s
F�
VJ

ANTIMAL FACILITY ANNUAL T'IFICATIONCFORM
Certificate o r ermit Number &V �Is'�} - County- { Year 240 `�
Fa ae4aisVOrion ertificate of Coverage or Permitd)2c� k -R _ a r rv�- -
O orCertification # 6
on of animal waste as allowed by the above permit occurred during the past calendar year
NO. If NO, slip Part I and Part II and proceed to the certification. Also, if animal waste
gen but not land ,applied, please attack an explanation on Low the animal waste was handled.
Part I: Facildy loformatiion:
1_ Tonal number of application Fields 0 or PuA (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP). _ Total Useable Acres approved in the CAWMP
2. Total number ofFields ❑ or Pulls X (please check the appropriate box) on which land application
occurred during the year: 1-11 Total Acres on which waste was applied f (c.) - 8
1 Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
1 q 6a g --5 -- —
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be. land applied annually by the CAWMP and
the permit: _ oO
5. Estimated amount of total mamuE, linter and process wastewater sold -or given to other persons and taken
offsite during the year tons ❑ or gallons ❑ ' (please check the appropriate box)
6. Annual average number of animals by type at this facility diming the previous year:
7. Largest and smallest number of animals by type at this facility at any one time during the previous year
Largest
Smallest_
{These numbers are for informational purposes only since the only penmen l mit on the number of animals
at the faciity is the annual average
8. Facility's Integrator if applicable: _
Part II- Facilitv States:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, TB E DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACMM BACK INTO COMPLIANCE.
I. Only animal waste generated at this facility was applied to the permitted sites during � Yes ❑ No
the past calendar year.
AFACF 3-14-03

0
?_ The facility uas operated in such a way that there was no direct runoff of waste from X Yes No
the facility (including the houses, lagoons/storage ponds -and the application sites) during
the past calendar year.
_ There was no discharge of waste to surface water from this facility during the past 1 Yes L€ No
calendar year. _
4.
There was no freeboard violation in any lagoons or storage ponds at this facility during
[ Yes
❑ No
the past calendar year.
5.
There was no PAN application to any fields or crops at this facility greater than the
Yes
❑ No
levels specified in this facility's CAWMP during the past calendar year.
5.
All land application equipment was calibrated at least once during the past calendar year.
Yes
❑ No
7.
Sludge accumuilation in all lagoons did not exceed the volume for which the lagoon
Yes
❑ No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
8.
A copy of the Annual Sludge Survey Form for this facility is attached to this Certification.
Yes
❑ No
9_
Annual soils analysis were performed on each field receiving animal waste during the
Yes
❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year? M Yes ❑ No
11. All required monitoring and reporting was performed in accordance with the facility's Yes No
permit during the past calendar year.
12. All operations and mannrenance requirements in the permit were complied with during Yes �L.. No
the past calendar year or, in the case of a deviation, prior authorization was received
from the Division of Water (duality.
13. Crops as specified in the CAWMP were maintained during the past calendar year on all Yes ❑ No
sites riving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAVIW for this facility were % Yes ::,No
maintained during each application of animal waste during the past calendar year
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for ]mowing violations."
Permittee Name and Title (type or print)
Signature of Permittee Daze
Date
different from Permittee)
AFACF 3-14-03 2

LLan
g o Sludge survey Form
A. Farm Permit or DWQ Identification Number ) r/ - /00
B. Lagoon ldenli�f r 6
C. Pers in MR45ureme is D S
of Measul'.,A s
for Measuement of:
Distance from the lagoon liquid surface to the top of the sludge layer.
50 r10 r
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
c. Thickness of the sludge layer if making a direct measurement with "core sampler'
F. Lagoon Surface Area (using dimensions at the inside top of bank)_ . (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 po nisi1
b. If more than 1.33 acres, , 1 acres x 6 = with maximum of 24.
(using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet',
I. At the time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole):
J. Determine distance from Maximum Liquid limit to Minimum Liquid Level: Q� t
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid !_
Level: ItemJ - Item t, assuming present liquid level is below Max. Liq. Level: r W
L. Record from sludge survey data sheet the distance from the present liquid surface level —7. 3
to the lagoon bottom (average for all the measuement points):
M. Record from the sludge survey data sheet the distance from the present liquid surface level J
to the top of the sludge layer (average for all the measurement points):
N. Record from the sludge survey data sheet the average thickness of the sludge layer: ' _L
O. Calculate the thickness of the existing Liquid Treatment Zone (Item M - Item K):
(Note: If item O is less than 4 ft., a sludge removal and utilization plan may be required by
N.C. DWQ. See your specific permit or contact DWQ for more information.)
P. Proceed to the sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by: �., e_-,Ffl j& Date-.
Print Name Signature

iurvey Data Sheet.
Compleled By-_ _,_7%rn&_ --
Prim Name
tA)
Grid
Point
No.
(8}
Distance trom ligwd surface
tr, top of sludge
Ft. & inches Feel (tenths
1
S -;LI
2
.3
3
S.11
4
S. 3
5
43
a
S. 3
7
S. 17
9
.8
t0
11
.�
12
q
13
14
g
t j
it'
16
17
i8
19
S.
20
SS.$
Lagoon Identification: i7rf��, [�, [f
Date:
Signature
(G)
Distance from liquid surface
to lagoon bottom (sod)
(D)
Thickness of sludge
laver
Ft. & inches Feet (tenths) Ft.
& inches Fee[ (tenihs)
17.-L
.5
,Q
7
u
41 t f I
22 S
23
24
.w_r2ye
r
%r
5• �O � �
All Grid Points and corresponding sludge layer thickness -must be_sh_ o_ w_ n-o_n_a sketch
attached to this Sludge Survey Data Sheet.
Conversion Table Frnm Inches [n -enihs ❑i feet
Inches
Tenths _t iee!
I. -Cher
T inlhs of fey;
1
0 ,
7
0-3
C.2
8
0 7
3
02
9
0.7
C 3
10
08
0 _
11
0.9
3
c, "
12
1.0

4-A a�
.1 Y poi ri}s
f3 tq
45
l�
Ih
lg
Ig
al
��
1?
14
u
s
,
qo�

Lagoon Sludge Survey Form
A. Farm Permit&cattan
B. Lao
Number Z q - ► Q (
tou b le C 9-J4
IK n <( t4 7/, rn P
I
E. WthodMvices Used for Measuement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
5iin/_')r
b. Distance from the lagoon liquid surface to the bottom (soit) of lagoon:
e
c. Thickness of the sludge layer if malting a direct measurement with "core sampler"
F. Lagoon Surface Area (using dimensions at the inside top of bank): J q (acres)
(Draw sketch of lagoon on a separate sheet and list dimensions. and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1-33 acres: Use 8 points ']
b. if more than 1.33 acres, 3.q acres x 6 = pS , with maximum of 24.
(using sketch and dimensions, develop a uniform "grid" that has number of intersection points that match
most closely with the estimated number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on 'Sludge Survey Data Sheet".
1. At the time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole) r
J. Determine distance from Maximum Liquid limit to Minimum Liquid Level: a,
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid !
Level: itemJ - item I, assuming present liquid level is below Max. Liq. Level: r 1
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the measuement points):
M. Record from the sludge survey data sheet the distance from the present liquid surface level
to the top of the sludge layer (average for all the measurement points):
N. Record from the sludge survey data sheet the average thickness of the sludge layer:
O. Calculate the thickness of the existing Liquid Treatment Zone (Item M - Item K): �'--
(Note: tf item O is less than 4 ft., a sludge removal and utilization plan may be required by
N.C. DWQ. See your specific permit or contact DWQ for more information.)''
P. Proceed to the sludge Volume Worksheet if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope. }}
Completed by: _6 o 8V ersv pu"& Date: C: V
Print Name Signature

Sludge Survey data Sheet
Lagoon Identification: -Doaklif, B (q�i�,i
Completed By' J--, La r+tib
Print Name
Signature
Date: �—/8'-6q _
Grid
Point
No.
(8)
Distanc: from liquic surface
to top of sludge
(G)
Distance from liquid surface
to lagoon bortom (soil)
(D)
'ThicknesL of sludge
laver
Ft. $inches Feat (tenths)
Ft. 3 inches Feet (tenths)
Ft. & inc^es Feet (tenths}
1
S.b
•o
2
5.
$.
3
5.9
v
4
(
. i
�•
5
o
7
8
,1
1 1.
12
b p
13
S:5
7 LI
14
S. W
?
15
'7- 4t
16
17
S.fi
`I•S
•�
18
S'
19
�; a
I Io
20
21
S.
6
22
23
7. 9a7,
24
5 e
R-
Alt Grid Points and correspondingsludgelayer thickness must be -shown on a sketch
attached to this Slud a Survey Data Sheet.
Cerr:ersion Table ::rZm Inches so `enths of fee!
Inc:, -,es
Tenths _f feet
Inches
T3nlhs of feet
1
0
7
O.o
2
C. 2
t3
0.7
3
02,
9
0.7
=
t ?
70
08
5
0-
11
0.9
3
C.
12
10

boAlee Q 6-r6)
3.`T Ac.
.2qPl�n+s
6,6 o'
x
3
4
$O�
100
Ly
�1
1Y
It
w �
i1
f8
i'1
is
r5
!'i !3

Lagoon Sludge Survey Form
A. Farm Pe Q Identification Number �D
8. L d ratification � 6/e.. !� �]` :Lq)
a -OY
Used for Measuement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
_ 0r,%rr --- -- ----_
b. Distance from the lagoon liquid surface to the bottom (soil) of lagoon:
c. Thickness of the sludge layer if making a direct measurement with "core sampler"
F. Lagoon Surface Area (using dimensions at the inside top of bank): T • o -.(acres)
(Draw sketch of lagoon on a separate sheet and list dimensions, and calculate surface area.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 acres, �2 - - acres x 6 = , with maximum of 24.
(using sketch and dimensions, develop a uniform "grid' that has number of intersection points that match
most closelywith the estimated number of sampling points needed. Number the grid intersection points on
the lagoon grid to correspond with the data to be recorded for points of measurement.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheer.
I. At the time of sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level (measure at the lagoon gage pole):
J. Determine distance from Maximum Liquid limit to Minimum Liquid Level:-d
(Determine from Plan or other lagoon records)
K. Calculate distance from present liquid surface level to Minimum Liquid
Level: ItemJ - Item I, assuming present liquid level is below Max. Liq. Level:
L. Record from sludge survey data sheet the distance from the present liquid surface level
to the lagoon bottom (average for all the Measuement points):
M. Record from the sludge survey data sheet the distance from the present liquid surface level
to the lop of the sludge layer (average for all the measurement points):
.�
N. Record from the sludge survey data sheet the average thickness of the sludge layer:
D. Calculate the thickness of the existing Liquid Treatment Zone (Item M - Item K):
Q
(Note: If item O is less than 4 ft.. a sludge removal and utilization plan may be required by
N.C. DWQ. See your specific permit or contact DWQ for more information.)'
P. Proceed to the sludge Volume Worksheel if desire to calculate sludge volume for rectangular shaped
lagoon with uniform side slope.
Completed by: . !-- --2 = h Q , Date: —O 7
Print Name j Signature

7 ge Survey Data Sheet
pleted By-
Print Name
Lagoon Identification
Date: 4 _/,E_6 q
(A)
Grid
Point
No
(B)
Distance from liquid surface
to top of sludge
(C)
Distance from liquid surface
to lagoon bottom (sod)
(D)
Thickness of sludge
layer
Ft- 8 inches
Feel (tenths)
Ft. & inches
Feet (tenths)
Ft. Lnch-s
Feet {tenths)
2
b '?
I -5
3
4
a- O
5
S
r.
7
�-
$
10
5.6
.s
11
5
?
12
.3
13
14
15
19
6.7
E
5
r-S
1�
t s
.b
20
g
21
6.12,?
22
to
23
24
s(/��. s
1
j
' All Grid Points and_c_orresponding studge layer_ thickness_ must be shown on a sketch
attached to this Sludge Survey Data Sheet.
Conversion Table =rom Inches to -,erims of fee!
lr+c'-es
Tenths :i fee!
inches
T anthS of fee!
1
01
7
06
2
-a2
a
o7
3
0 2
9
0.7
C 3
10
o a
0
t1
09
5
C
72
1 0
q
m

act
aol
61
$�
L1
s{U ! od hr
-'!'b8*h
6Z'e

Apr 02 04 03:09p DWQ USER
[phone] p.2 C
ANIMAL FACILITY ANNUAL CERT MCAT IO-N FORM
Certificate of Coverage or Permit Number County - i � ti 1 i, , - Year 200 v
Facility Name (as shown on Certific a of Coverage or Permit) . _
Operator in Charge for this Facility F 1 - " -' Certification -9
Land application of aniwaste as allowed by the above permit occurred during the past calendar year
✓ YES NO. IfNO, slap Part I and Pare Hand proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I : Facility Information:
1 _ Total number of application Fields 0 or Pulls 9 (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): y Total Useable Acres approved in: the CAWMP
2. Total number of Fields ❑ or Pulls Z4 (please check the appropriate box) on which land application
occurred during the year: 422 Total Acres on which waste was applied )
3_ Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
3359 • o�
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be Land applied annually by the CAW_v]P and
the permit: 6' (— i
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year ler tons C or gallons D (please check the appropriate box)
6. Annual average number of animals by We at this facility during the previous year:
I ;`= C:-'U
7_ Largest and smallest number of animals by type at this facility at any onetime during the previous year -
Largest
Smallest 1-7--
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)
8. Facility's Integrator if applicable: t� -
Part II: Fa ' . Status:
IF THE ANSWER TO ANY STATEINIENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLLAN'T. THE DATES OF A.N,Y NON
COTWLIAINCE, AND EXPLAD CORRECTIVE ACTION TAKE' OR PROPOSED TO BE TAKEN TO
BRLNG THIS FACILITY BACK INTO CO2%,21-LANCE.
1. Only animal waste generated at this facility was applied to the permitted sites during Yes 0No
the past calendar year.
AFACF 3-14-03

Billy & Teresa Butler
Double B Farm
6116 Old Stake Road
Clarendon, NC 29432
Phone: [phone]
Date: July 7, 2003
Facility #: 24-100
County: Columbus
Subject: Response to Notice of Violation Received June 30, 2003
To: Mr. Rick Shriver, Water Quality Regional Supervisor
NC Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Dear Mr. Shriver,
On .April 16, 2003, Mr. Gale Stenberg from the Wilmington Regional Office flew over Double B Farm
and observed animal waste ponding and animal waste runoff. On April 17, 2003, Mr. Stenberg and Mr.
Stonewall Mathis preformed an onsite inspection in response to the observations of the 16m. It was
determined that animal waste runoff of approximately 1000 gallons of effluent had entered an unnamed
tributary to Big Branch from a waterway located in the field where waste had been applied.
Recommendations were made, and followed, as to the proper way of containing and controlling this
runoff. The recommendations were to block the ditches that the waste had entered and to pump the water
back into the lagoon. This work was preformed and completed on April 18, 2003. The recommendation
of not applying to this zone with the waterway when conditions of possible runoff could occur will be
followed in order to prevent further violations of Condition HA.
If further information is needed or required, please do not hesitate to call.
Sincerely,
Billy utler
Cc: Edward E. Davis, Columbus Soil and Water
John College, DSWC-WiRO
Glen Clifton, Prestage Farms
Neal Floyd, Columbus Co. Health Department
Double B Farm Files

J
• Complete items 1, 2, and 3. Also complete
A. Signature
item 4 if Restricted Delivery is desired.
s ■ Print your name and address on the reverse
❑ Agent
X ❑ Addressee
so that we can retum the card to you.
■ Attach this card to the back of the mailpiece,
B. Reeved by (Printed Name)
C. ate pf Delivery
2�,v�
or on the front if space permits.
ep
D. Is delivery adds different from item 11 ❑ Yes
If YES, enter delivery address below: ❑ No
1. Article Addressed to:
3. Service Type
,J elov.01—/ L )Q Certified Mail ❑ Express Mail
❑ Registered ❑ Retum Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Deliv W (Extra Fee) ❑ Yes
2. Article Number
(mruferSomservk 7002 2410 0005 9367 9525
Ps Form 3811, August 2001 Domestic Return Receipt 102595-02-W154o

O� W A rF�4 Michael F. Easley, Governor
William G. Ross Jr., Secretary
y North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Q �C Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
June 20, 2003
CERTIFIED MAIL # 7002 2410 0006 9367 9525
RETURN RECEIPT REQUESTED
Mearl Butler
6116 Old Stake Road
Clarendon, NC 29432
Subject: Notice of Violation and Recommendation for Enforcement
Double B Farm
Facility Number. 24-100
Columbus County
Dear Mr. Butler.
This is to notify you of violations of North Carolina General Statute 143 215.1 and Swine Waste
Management System General NPDES Permit NCA200000.
On April 16, 2003, Mr. Gale Stenberg of this office flew over your facility and observed animal waste
application with animal waste ponding and animal waste runoff. On April 17, 2003, Mr. Gale Stenberg
and Mr. Stonewall Mathis of this office performed an inspection of your facility in response to the
observations from the April 16, 2003, flyover. During the April 17, 2003 inspection, Mr. Stenberg and
Mr. Mathis observed animal waste application with animal waste ponding and animal waste runoff
discharging into an unnamed tributary to Big Branch. Big Branch is class C Sw waters of the State within
the Lumber River Basin. On April 16, 2003 and April 17, 2003, the Operator in Charge (OIC), the back-
up OIC, or a person under the supervision of the OIC or back-up OIC did not inspect the land application
site as often as necessary to insure that the animal waste was land applied in accordance with the
CAWMP. The discharge of animal waste to the waters of the State is a violation of N.C.G.S. 143-215.1
that requires that no person shall make an outlet into the waters of the, State without having obtained and
abided by the appropriate permit. The pending and runoff of animal waste are violations of Condition IL
4 of the Permit that states "Land application rates shall be in accordance with the CAWMP. In no case
shall land application rates exceed the Plant Available Nitrogen rate for the receiving crop. In no case
shall land application rates result in excessive ponding or any runoff during any given application event."
The failures of the Operator In Charge (OIC), the backup 01C, or a person under the supervision of the
OIC or back-up OTC to inspect the land application site as often as necessary to insure that the animal
waste was land applied in accordance with the CAWMP are violations of Condition IL 15 of the Permit
that states in part "the Operator in Charge (OIC) or a designated back-up OIC...or a person under the
supervision of an OIC or designated back-up OIC shall inspect, the land application site as often as
necessary to insure that the animal waste is land applied in accordance with the CAWMP."
N. C. Division of Water Quality 127 Cardinal Drive Extension [phone] Customer Service
Wilmington Regional Office Wilmington, NC 28405 [phone] Fax [phone] MENUR

Mearl Butler
June 20, 2003 _
Page Two
In response to these violations, a written response must be submitted to this office that includes:
a. An explanation of the violations.
b. A description of the actions taken to stop the violations and to prevent their recurrence.
C. A list showing the dates for the accomplishment of these actions.
This office must receive the written response within fifteen days of your receipt of this notice.
You may wish to contact your County Soil & Water Conservation District Office, County Extension
office, a qualified technical specialist, and/or a professional engineer for any assistance they may be able
to provide.
Be advised that this office is considering recommending assessment of civil penalties to the Director of
the Division of Water Quality for the above noted violations. These violations may result in civil
penalties of up to $25,000 per violation per day in accordance with North Carolina General Statute 143-
215.6A(a)(2). You may also be assessed for reasonable costs of the investigation in accordance with
North Carolina General Statute 143-215.3(a)(9). Your response will be forwarded to the Director along
with the enforcement package for his consideration. Be advised that the Division of Water Quality may
take further action in this matter including injunctive relief and permit revocation.
If you have any questions concerning this matter, please do not hesitate to call Mr. Stonewall Mathis at
910-395-3900 ext. 203 or Mr. Steve Lewis at 919-733-5083 ext. 539.
Sincerely,
Rick shiver
Water Quality Regional Supervisor
cc: Edward Davis, Columbus County Soil and Water Conservation District
John College, DSWC WiRO
Glenn Clifton, Prestage Farms
Neal Floyd, Columbus County Health Department
DWQ Central Files
DWQ Non -Discharge Comphance/Eaforcement Unit
.. Woman Files 24-1.48
S:IWQSIANIMALSICOLUM13US12003124-100novrfe

or '.;
rp-- - --IN k
ANALYTICAL & CONSULTING
CHEMISTS
1
Environmental Chemists, Inc.
vvn��
6602 Windmill Way • Wilmington, North Carolina 28405
[phone] (Lab) • (9l0) 392-4424 (Fax)
EchemW@aoLwm
0I N NR: DW CERTIFICATE *94 DLS CERTIFICATE #37729
t wt E 1 Q
Customer: i�� ...»-
NCDENR DWQ •-"
127 N. Cardinal Drive Ext.
Wilmington, NC 28405
Attn: Stonewall Mathis
REPORT OF ANALYSIS
Date Sampled: 04/17/03
Sampled By: Stonewall Mathis
WASTEWATER:
Date of Report: May 1, 2003
Purchase Order #:
Report Number: 3-2145
Report To: Stonewall Mathis
Project:
PARAMETER
Sample ID
Field
MB-MB-RD
MB-FD2
MB-RD
MB-RD
Ponded�
Up
Down
# 5078
# 5079
# 5080
# 5081-F
0 5083-F
# 5085-F
Lab ID
# 5082-N
# 5084-N
# 5086-N
Nitrate + Nitrite Nitrogen, NO3+N%-N mg/L
. , ....
.. _
_
0.024
0.45
0.31
Ammonia, NH3-N mg/L " -: 0.1 186 7.7
Total Phosphorus, P mg/L 0.35 10.7 1.04
Total Kjeldahl Nitrogen, TKN mg/L 1.8 235 12.3
I()0,
1 est.Fecal Coliform, colonies/100 mL 370,000 1,000 130 300,000 18 ,000 3900
Comments:
Reviewed

i
4
=00
ENVIRONMENTAL CHEMISTS, INC 6602 Windmill Wayln Sa»le Collection gnd Chain _o 'Cindy Wilmington, NC 28405
NCDENIto DWQ Cerdrxate #94. US Cerffitc to 14 M29 Phone: [phone]
Analytical & Consuking Chemists Fax: [phone]
Client: N CD Cl\i k -X>WQ EmalEchemE aoLcofet
Collected By: s+e>ne vv� !� 1l a 4 h: s 49,, 1e en e f Report No:
5Amn1P Tvne! I = Inflnpnt_ F = Rfflnrnt_ W =WPI! CT. Kfrparrr C(1=Qni1_ 0 = 1;11 a Ofhe T.d rtn,
Sample Identif1cation
Collection
.a
F
o
o
u p:
ff'
`,'
w
a
PRESERVATION
ANALYSIS REQUESTED
z
d
z
o
DA TE
TIME
TEMP
Ford;
1
C
Fe GQ )
G
M
11500
57
I
Fe ra l
G
9''J7 2r
SOS
IT
f 1J ��� U�
3O
ST
C
G
�B -�� U�
153p
ST
C
P)
`
N0-�'� S
13_(�,D
5,16
Si
C
Gcc�i
M,g -'KD
�s
s,
✓
f (} V �� � a t�-}- S
G
l� i3 - `K D DaN�
' s ®
ST
Q
G
pig- � �ewv
I540
S^
�
C
t
G
C
P
G
G
NOTICE — DECHLORINATION : Samples for Ammonia, TKN, Cyanide, Phenol, and Bacteria must be dechlorinated
0.2 ppm or less in the field at the time of collection. See reverse side for instructions.
Transfer
Relinquished By:
DatelTime
Received By:
Date/Time
2.
Temperature when Received: . 5" AcAVeceived
V e e ed: Resample Requ ste
Delivered By: B • Date: ime: It, `
Comments:

IWQB ANT NOTICE
North Carolina Division of Water Quality (NCDWQ) is strictly enforcing EPA;regulations for sample collection and
preservation. r
Client Mast Provide the Following Information }
7
SAMPLE IDENTIFICATION (Container Associated with requested testing)
2. SAMPLE TYPE (Composite, Grab, Water, Soil, etc)
3. DATE COLLECTED
4. TIlVIE COLLECTED
SAMPLE COLLECTOR
6. PRESERVATION (including Temperature and pH)
Time re: Samples MUST be refrigerated or received on ice between 2 and 6 ° C. I Samples received
within two (2) hours of collection must show a downward trend. Therefore, please record temperature at
collection in space provided on collection sheet.
PH: A two (2) hour limit to chemically preserve samples by pH adjustment is allowed, except for metals
samples reported to the Groundwater Section which must be acidified at the time of collection.
Caution
These sample bottles may contain small amounts of acid or other corrosive and potentially harmful
chemicals. Laboratories are required to add these chemicals for certain analyses in order to comply
with EPA preservation requirements. Use extreme care when opening and handling the bottles. If
any chemical should get on your skin or clothes flush liberally with water and seeks medical attention.
DECHLORINATION INSTRUCTIONS
CAUTION: DO NOT Mix thiosulfate with acid in bottle before collecting samples as a
violent reaction will occur.
DechlormLft Sampin that Reqn1re Acid Preservation
1. Add 4-5 granules ofthiosulfate to a bottle with no acid preservative (unpreserved BODnSS bottle).
2. After mixing to dissolve the thiosulfate, pour half of the sample into a bottle containing acid as a
preservative (AmmoniwTK ).
3. Then completely fill both bottles.with fresh sample.
The Laboratory will verify and document the above requested information.
ref NCAC 2H.4805 „(a) (7) (M).
"At any time a laboratory receives samples which do not meet sample collection, holding time, or preservation
requirements, the laboratory must notify the sample collector or client and secure another sample if possible. If another
sample canniot. be secured, the original sample may be analyzed, but the results reported must be qualified with the nature
of the infraction(s). And the laboratory must notify the State Laboratory about the infraction(s). The notification must
include a statement indicating corrective actions taken to prevent the problem for future samples.
ref. NCAC, ? ..0805 (A) (71(N)."

State of North Carolina
Department of Environment
and Natural Resources
SEP 11 N
James B. Bunt, Jr., Governor
Bill Holman, Secretary BY:
Kerr T. Stevens, Director
CERTIFIED MAU-
RETURN RECEIPT REQUESTED
Mearl Butler
Double B 1-8
6116 Old Stake Road
Clarendon NC 28432
Dear Mearl Butler.
NCDENR
NORTH CARour4A DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
September 1, 2000
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Double B 1-8
Facility Number 24-100
Columbus County
A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by Audrey Oxendine on 3/8/99 was made to review the actual number of acres at your
facility that receive animal waste during land application. The evaluation of your facility has yielded one of
the following two results as indicated by the box marked with an "X".
Category 1:
The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing Trent Allen the necessary
information to potentially exempt your facility from undergoing a complete wettable acre
determination. Please submit this information to Trent Allen, at 225 Green Street, Suite
714, Fayetteville, NC 28301, within in 90 days of the receipt of this letter. If you have any
questions please contact Trent Allen at [phone]. H within 90 days you are unable
to provide Trent Allen with the information you are automatically required to complete
a Wettable Acre Determination as described by Category 2 below, within 180 days
of receipt of this letter.
1617 Mail Service Center, Raleigh, North Carolina:27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Notification for Wettable Acre Determination
Animal Waste Management System
Page 2 _
Category 2:
❑ Your facility has been identified by the Department of Environment and Natural Resources
as a facility that -may have overestimated the number of acres actually receiving animal
waste. Therefore, some or all of your fields may be exceeding the allowable loading rates
set in your Certified Animal Waste Management Plan.
In order to resolve this issue, please contact a designated Technical Specialist to have him
or her conduct a Wettable Acre Determination for your facility. The Technical Specialist must
be one that has been approved by the Soil and Water Conservation Commission to conduct
Wettable Acre Determinations. Many Technical Specialist with the N.C. Cooperative Extension
Service, the Soil and Water Conservation Districts, the Natural Resources Conservation
Service, and the Division of Soil and Water Conservation have received this special
designation. You may also contact a private Technical Specialist who has received this
designation, or a Professional Engineer.
All needed modifications to your Animal Waste Management System must be made and
the Wettable Acres Determination Certification must be returned to DWQ within the next
180 days. If the needed modifications are not made and if the form is not returned within the
required time, DWQ will be forced to take appropriate enforcement actions to bring this facility
into compliance. These actions may include civil penalty assessments, permit revocation,
and/or injunctive relief.
Once a Wettable Acre Determination has been completed, a copy of the attached Wettable
Acre Determination Certification must be submitted to the address listed on the form. Please
note that both the owner and the Technical Specialist must sign the certification. A copy of all
the Wettable Acre Determination documentation that applies to your Waste Utilization Plan
must be -kept at your facility. DWQ and the Division of Soil & Water Conservation Staff will
review all documentation during their annual visit of your facility. An additional copy must by
kept on file at the local Soil & Water Conservation District Office. Please note that if you install
or modify your irrigation system, a designated Irrigation Specialist or a Professional Engineer
must also sign the Wettable Acre Determination Certification.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Sonya Avant of our
Central Office staff at [phone] ext. 571.
Sincerely,
Kerr T. Stevens
cc: Wilmington Regional Office
Columbus County Soil and Water Conservation District
Facility File

01/07/2000 13:26 9106426766 CALF aINTy FSA PAGE 12
n Amendtrient to Include S&WCC Chronic 'Rain
1. If this fsciliry can comply with its existing permit and
2. 'Tanporary Addition of New Sprap$el& (•) (Chuck a
[] A. aces of cropland. List crop types used:
(j s. acres of hardwood woodland @ 100 lbs
Q C. acres of pine woodland adslCd @ 60 Ibs
Practices and Standards through March 31, 2000
WMP it must do so.
boxes.)
N : acre added.
N 1 acre added.
3. Summer Peteanittl Grass (Chuck appropriate box.)
Q A. Application window extended for acres c f perennial grass until first killing frost
Q B. An additional 50 Iles of PAN applied to t= of perennial grass prior to killing frost
4. V.s.
Application increased for Small Crain$ dt Winter rases to be harvested. (Check appmpriare box.)
PAN application incr�«l up to 200 lbs per acre or !�9,o news of small grains or winier grasses to be harvestml.
PAN application incre sed up to 150 lbs peracre orU2,4 acres of overseeded summer perennial included in 3. B.
5. Waste Analysis (Check appropriate box.)
[j A. Prior to December 1&. 1999 the calculation of P
er to the first 26 year 24 hour storm event. (Corr
B. Uaa current waste analysis to determine PAN.
will be based on a 35% reduction of the Inn analysis taken
waste annlysis must be used otter Dec. I' .)
6. Rem - Moximum Nltmgen Utilization Measures f' r Small Grains and Winter Gram
A. Use of highor seeding rates,
D- Timely harvam of forage to incraasa yield, and
C. I igesing during periods of warmer wegLher.
7. Required - Irrigation Management —1 to A
,%. M&Ing &equertt, Hot irrigation applications,
13. Not irrigating immcdlatriy before predicted re
S. The owner / manager Is required to manage the trove
impacts. mnsture compliance with the facility's permit
Runoff and Pcmding Potential-
t of animals to and from the f'eclllry to minimize environmental
amended CAWMP, and avoid discharge to surface wattei.
9. Authorization to use the additionzi practices included + this amendment expires if a facility disduirgcs to surfs= waters.
Any dischharge is a violation and may result in an enfore.nent action.
10. The owner / operator is required to Up records of all
l 1. 111is revision must include a map or'sketch of new
1`l — too
col
Pacifiry Numba -
Rjlu $uj:lrr _
?aciiitp4wacr / Manager Name (PRINT)
F aciliey Owner / Manager Siq%cure
Cate_ la-.1 -111
This document must be filed at the SWCD
and be available for
J Now m--porn ry sprnyftelds must :new appil able buffer and
'..1011999
application.
� application areas.
_DeiLL61r Ea _tn v%
lraciiity Name
e11..L,-.1dra [—: , 4DCLl71s
Ta-chnicaf Specialist Nate (PRI"
tchnicaf -Specialist Signature
and be attached to the facilities CrkWMP
Aion at the facility.
requirements. Waste must not be ap„ficd to wetknds.
.= B=yr .ate 1 cy � -*Cs MNHS. aroma

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mearl Butler
Double B 1-8
6116 Old Stake Road
Clarendon NC 28432
Dear Mearl Butler:
1 •
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 8,1999
Subject: Conditional Approval
Animal Waste Management System
Facility Number 24-100
Columbus County
Our records indicate that your facility was conditionally certified. in order to fulfill the requirements of
completion of your Certified Animal Waste Management Plan Certification. This letter is to inform you of your
unresolved conditional approval status. Any facility receiving a conditional approval must notify Division of Water
Quality (DWQ) in writing within 15 days after the date that the work needed to resolve the conditional certification
has been completed. Any failure to notify DWQ as required, subjects the owner to an enforcement action. As of
December 7, 1999, we have no record of any information from you, advising us of the status of your conditional
approval. Therefore, please fill out the attached form and have your technical specialist and landowner sign the form
in the appropriate areas.
The completed form must be submitted to this office on or before 45 days.of receipt of this letter. Please be
advised that nothing in this letter should be taken as removing from you the responsibility or liability for failure to
provide DWQ with proper notification of your conditional certification status or possible failure to comply with the
requirement to develop and implement a certified animal waste management plan by December 31,1997.
If you have any questions regarding this letter, please do not hesitate to contact me at [phone]
extension 571.
Sincerely,
A'�. 'e - &av(—
Sonya L. Avant
Environmental Engineer
cc: Wilmington Regional Office
Columbus County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recyded110% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Mearl Butler
Double B 1-8
6116 Old Stake Road
Clarendon NC 28432
Dear Mearl Butler:
061 1 • •
NCDENR
NORTH GROLINA DEPr4RTmENT OF
ENVIRONMENT AND NAn RAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 24-100
Columbus County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRRl,1RR2, DRY1, DRY2, DRY3, SLURI, SLUR2,
SLD1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with. any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
Sincerel
Kerr T. Stevens, Director
Division of Water Quality
cc: Wilmington Regional Office
Columbus County Soil and Water Conservation District
Facility File
1617 Matz Service Center, Raleigh, North Carolina 27699-1617 'Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E.,
Mearl Butler
Double B 1-8
6116 Old Stake Road
Clarendon NC 28432
Dear Mearl Butler:
Jul,_ 0 2 1998
June 26,1998
A
�;W2
4CDENR
Ncvn" CAROLINA DEPARTMENT of
vIRONmew AND NATURAL RESOURCES
Subject: Reissuance of Certificate of Coverage
No.AWS240100
Double B 1-8
Swine Waste Collection, Treatment, Storage and
Application System
Columbus County
The Division of Water Quality modified the Swine Waste Operation General Permit originally issued to
this facility on September 8, 1997. In accordance with the issuance of the revised General Permit, we
are forwarding this Certificate of Coverage (COC) to MearI Butler, authorizing the operation of the
subject animal waste collection, treatment, storage and land application system in accordance with
General Permit AWG100000. This approval shall consist of the operation of this system including, but
not limited to, the management of animal waste from the Double B 1-8 Farm, located in Columbus
County, with an animal capacity of no greater than 5880 Feeder to -Finish and the application to land as
specified in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003, and shall hereby void
COC No AWS240100 dated September 8, 1997. The COC shall hereby incorporate by reference any
specific conditions of the previous COC issued to this facility. The purpose of this COC is to allow
coverage under the revised General Permit. Please review the revised General Permit (enclosed) and pay
particular attention to Condition H.10 regarding tree removal from lagoon embankments, Condition HI.1
regarding inspection frequency of the waste treatment, storage and collection system and Condition HI.6
regarding notification requirements for system failures, spills and emergencies. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP, and this COC, with'no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the
General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance
with NCGS 143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive
relief.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS240100
Double B 1-8
Page 2
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact J. R. Joshi at [phone] ext. 363.
ZSincemre
$PA. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Columbus County Health Department
Wilmington Regional Office, Water Quality Section
Columbus County Soil and Water Conservation District
Permit File

State of North Carolina
Department of Environment,
Health and Natural Resources ` • •
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary E) FE H N
A. Preston Howard, Jr., P.E., Director
September 8, 1997
Mearl Butler
Double B 1-8
6116 Old Stake Road
Clarendon NC 29432
Subject: Certificate of Coverage No. AWS240100
Double B 1-8
Swine Waste Collection, Treatment, Storage
and Application System
Columbus County
if-"3C11:3r M
In accordance with your application received on August 1,1997, we are forwarding this Certificate
of Coverage (COC) to Farm No. 24-100, authorizing the operation of an animal waste collection,
treatment, storage and land application system in accordance with the State's General Permit (attached).
This approval shall consist of the operation of this system including, but not limited to, the management_ of
animal waste; from the Double B 1-8 Farm, located in Columbus County, with an animal capacity of no
greater than 5880 Feeder to Finish and the application to a minimum of 56 acres of land as specified in the
Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until December 31, 2001. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions- and
limitations as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of
wastes to surface waters. An adequate system for collecting and maintaining the required monitoring data
and operational information must be established for this farm. Any increase in waste production greater
than the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to actual
increase in either wastewater flow or number of animals.
In accordance with General Statue 143-215.10C, Animal Waste Management Plans shall include
the following components:
- A checklist of odor sources and best management practices to minimize these sources.
- A checklist of insect sources and best management practices to minimize these sources.
- Provisions set forth for acceptable methods of disposing of mortalities.
- Provisions regarding emergency action plans -
Your existing Certified Animal Waste Management Plan must include the above elements, by
December 31,1998. Documentation of the certification must be available to inspectors onsite. Submittal .
of the amended certification statement shall be required upon renewal of your permit coverage in 2001.
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC.
P.O. Box 29535, Raleigh, North Carolina 27626.0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 100/6 post -consumer paper

Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water Quality
Staff may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Mike at [phone] ext. 362.
Sincerely,
_/A. Preston Howard, Jr., P.E.
RECEIVED SEE' 1 0 1997
cc: (Certificate of Coverage only for all cc's)
Columbus County Health Department
Wilmington Regional Office,Water_Quality-Section
Columbus County Soil and Water Conservation District
Permit File

Y (00 101 / fit
Prestage Farms, Inc.
December 29, 1997
Brien Wrenn
Environmental Specialist
NCDENR
Wilmington Regional Office
127 Cardinal Dr.
Wilmington NC 28405
Dear Mr. Wrenn
.[IY;Z - - I I
J(
4) TW
BY:
On December 19, 1997 I met with Billy Butler concerning
the inspections on his farms facility numbers: 24-100,
24-101, and 24-111. I also observed erosion on the inside
slope of the lagoons. I feel that the integrity of the
structure is not threaten at this time. With the rain and
cold temperatures at this time of the year, it is very
hard to repair and establish any type of vegetation on the
slopes of the lagoons.
1 re_ommend.that Billy repair the erosion and establish
permanent vegetation this --spring after the danger of frost
with lime, fertilizer, and.common bermudegrass.
If you have any'questiohe please 'give me a call at
910-592-4776 ext. 249.
Sincerely,
G. Glenn Clifton
Techn. Specialist
cc: Double B 1-24 Farm
-Donna--Regiater, Columbus Co. Soil & Water
Conservation
Sandra Weitzel,'NC Division of Soil & Water
Conservation
HIGHWAY 421 SOUTH - R O. BOX 438 - CLINTON, N. C. 28329 - PHONE [phone]

Brian L. Wren
Department of Environment
and Natural Resources
Division of Water Quality
127 North Cardinal Dr.
Wilmington, N.C. 28405
SUBJECT: Notice of Deficiency
Double B. Farms
Facility # 24- 100, 101, 111
Columbus County
DATE: 12-17-97
These measures will be completed to correct the problems
noted in the December 11, 1997 letters.
The eroded areas of the lagoons will be filled with a
clay material compacted and reseeded with appropriate
ground cover. Weather permitting the repair schedule
will be as follows.
1-05-98 work will begin on facility 24-111.
1-12-98 work will begin on facility 24-101.
1-19-98 work will begin on facility 24-100.
The diversion will be will be improved during the week of
the January 26, 1998
I have contacted the Natural Resources Conservation Service
to look at or update the waste utilization plan for,all
facilities.
Soil sampling will be completed during the month of January.
If further information is needed please advise.
Sincerely,
Mearl Butler

ri
State of North Carolina
Department of Environment
and Natural Resources
Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
December 11, 1997
Mearl Butler
Double B 1-8 Farm
2421 Princess Ann Road
Chadbourn, NC 28431
WA
t••
�f
NCDENR
NORTH CARouNA DEPARTMENT OF
EwRONMENT AND NaPi1RAL PZ-%OURCE6
Subject: NOTICE OF DEFICIENCY
Double B 1-8 Farm
Facility Number: 24-100
Columbus County
Dear Mr. Butler:
On December 10, 1997, staff from the Wilmington Regional Office of the Division of
Water Quality inspected your animal operation and the lagoon(s) serving this operation. It was
observed that some erosion of the clay liner has occurred on the lagoon. Large cuts were
observed in various sections of the inner dike wall of the lagoon. It is our concern that some
of these gullies may become deep enough to cut through the liner material and sacrifice the
integrity of the structure.
As discussed at the time of the inspection, the cuts should be filled with a suitable clay
material, compacted and reseeded with an appropriate vegetative cover. We suggest that you
contact your service company, local NRCS or Soil and Water District office for any assistance
they may be able to provide to correct the situation.
To remain a deemed permitted facility, you must notify this office in writing within
fourteen (14) days of the receipt of this notice, what actions will be taken to comply with your
waste management plan. Failure to do so may result in the facility losing it's deemed
permitted status, requiring it to obtain an individual non discharge permit.
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Mearl Butler
December 11, 1997
Page 2.
Please be aware it is a violation of North Carolina General Statutes and Rules to
discharge wastewater to the surface waters of the State without a permit and/or to fail to follow
a certified waste management plan. The Department of Environment, Health and Natural
Resources has the authority to levy a civil penalty of not more than $10,000 per day per
violation.
When the required corrective actions are complete, please notify this office in writing at
the address below. If you have any questions concerning this matter, please call David
Holsinger, Andy Heminger or Brian Wrenn at 910-395-3900.
Sincerely,
Brian L. Wrenn
Environmental Specialist
cc: Donna Register, County Soil and Water Conservation
Sandra Weitzel, NC Division of Soil and Water Conservation
Glen Clifton, Prestage Farms
Operations Branch
Wilmington Files
i
5 DF
jCamphdeb ms 1 andlor 2 for adMlorW owvkes.
I also wish to receive ffte
■ Carr0e18 trams 3. 4a. and 4b.
folftswing services (for an
■Pdrd youuorun�me athe re nd address on verse of fhis farm so treat we can return Oda
extra fee):
■Atlar:h tide il- to of the nwilpiem or on the bw* it apace does not
p�rmh.
1. 13 Addressee's Address
i
■Wdte'Aahrm ABoetpt ed•an the nta[Ipieca below the artlde rtumEer
.The Return Receipt 'M to whom the arHde daflvared the eat■
2, ❑ Re3hlCted pejjygry
was ena
ddmwed.
Consult postnnaster for fee. TL
3. Amide Add to:
7- Q r 6 3 (D
�y4b.
Service Type
❑ Registered WCOMed
M,,A6,A-A, m a g43
or
❑ Express Mail ❑ Insured m
❑ Reium RtaaW for Merdtar" ❑ COD '
7. Date of Deli"
B. Addressee's Address {Only H req d
and fee is paid)
1, D6mrnber 1994 fo 97-B-0179

State of North Carolina
Department of Environment,
Health and Natural ResourceREC�iVI�
Division of Water Quality
AUG 12 1997
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary BY:
A. Preston Howard, Jr., P.E., Director
August 8, 1997
Mead Butler
Double B 1-8
6116 Old Stake Road
Clarendon, -NC 28432
Subject: Application No. 24-100
Additional Information Request
Double B 1-8
Animal Waste Operation
Columbus County
Dear Mearl Butler.
The Permits and Engineering Unit has completed a preliminary engineering review of the subject
application. Additional information is required before we can continue our review. Please address the
following by September 7, 1997:
1) The Liquid Animal Waste Operations General Permit Application Form requires that two
copies of the Certified Animal Waste Management Plan be submitted. Only one copy was
submitted. Please submit one additional copy of the Certified Animal Waste Management
Plan.
2) The nitrogen balance included in your Waste Utilization Plan does not comply with Natural
Resources Conservation Service (MRCS) standards for nutrient management. Hay crop
nitrogen rates must be reduced by 25 percent when grazing. Please revise and resubmit two
copies of the Waste Utilization Plan.
Please reference the subject permit application number when providing the requested information.
All information should be signed, sealed, and submitted in duplicate to my attention at the address
below. The information requested by this letter, must be submitted on or before September 7, 1997, or
the Division will return your application as incomplete in accordance with 15A N.C.A.C. 2H .0200 and
your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid
permit is a violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement
authority of the Environmental Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 362.
Sincerely,
Michael T. Lewang wski
State Engineering Review Group
cc: Wilmington Regional Office, Water Quality
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50°/6 recycled110% post -consumer paper

State of North Carolina
Department of Environment,
Health Health and Natural Resourc
Division of Water Quality _JUL 1 8 1997
James B. Hunt, Jr., Governor BY.
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
July 16, 1997
CERTIFIED MAIL
REMBN IPT RMUESTED
Mearl Butler
Double B 1-8
2421 Princess Ann Rd
Chadbourn NC 28431
Farm Number: 24-100
Dear Mearl Butler.
A r4i
�EHNR
You are hereby notified that Double B 1-8, in accordance with G.S. 143-215.1OC, must apply for
coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your farm has
thirty (30) days to submit the attached application and all supporting documentation. In accordance
with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any
owner or operator who fails to submit an application by the date specified by the
Department SHALL NOT OPERATE the animal waste system after the specified date.
Your application must be returned within thirty (30) days of receipt of this letter. Failure to submit the
application as required may also subject your facility to a civil penalty and other enforcement actions for
each day the facility is operated following the due date of the application.
The attached application has been partially completed using information listed in your Animal
Waste Management Plan Certification Form. If any of the general or operation information listed is
incorrect please make corrections as noted on the application before returning the application package. The
signed original application, one copy of the signed application, two copies of a general location map, and
two copies of the Certified Animal Waste Management Plan must be returned to complete the application
package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Permits and Engineering Unit
Post Office Box 29535
Raleigh, NC 27626-0535
If you have any question concerning this letter, please call Mike Lewandowski at [phone]
extension 362 or Dave Holsinger with the Wilmington Regional Office at [phone].
Sincerely,
. Preston Heow4d, Jr., P.E.
cc: Permit File (w/o encl.)
Wilmington Regional Office (w/o encl.)
P.O. Box 29535, Raleigh, North Carolina 27626-OWS Telephone 919-733-SM FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
November 13, 1996
Mearl Butler
Double B 1-8
2421 Princess Ann Rd
Chadbourn NC 28431
SUBJECT: Operator In Charge Designation
Facility: Double B 1-8
Facility ID#: 24-100
Columbus County
Dear Mr. Butler.
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several months and will continue to be offered through December 31, 1996.
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 919n33-0026.
Sincerely,
7a
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 27687, �►� FAX [phone]
Raleigh, North Carolina 27611-7687 NvfC An Equal Opportunity/Affirmative Action Employer
Voice 919-71&A100 .1 - 50% recycled/10% post -consumer paper

�
Fe_; hrf -IrL ,IV-/,o a
Dis��ncc �� re�rust -es: ce (cther thcn 0wnerx
�l0�.� feet
�. AVE��;,`E LIVE �EI�H�
� �ows El. rruw to finis�)
(} sows �ferrow �C:: fe�ff. er>
58�0 he�� �finishing on}y�
: 13�
l�s. �
793��{ ��s
0 �cws (farrow to wean�
x �33
l�s. =
C l�s
0 he�d (wean La ft�erd'er
s'
Total
Averaq�
ve Weight =
773800 ]�s
2' M7NlMUM REO`JlRE� TREArM��T VOLUM�
�F LAGO��
volume = 79' C0 Ibs. ALW A�"W
Treatment Volume(CF)/lb. ALW = �'�0 CF/lt:. Ad-W
«o}�-me = 273180 cubic fec--t
�' ��O�AGE YOLU�E F�� SLl}DGE AC��U�UL�TI�n|
Vo1ume = 0'0 cubic feet
4- 'T',4JTAL OESIGMED VOLUME
S�UDGE ACC�MULATT �4 Ni L'TED
AT OWNERS �LQUEST. REMOYE
A8 MEEPED.
1nsidth (feo�)--------------------�- 2��'O
Te L*Ie'acion (ft57-,-.5
Botoc�f lagc�min elevation eet)------------ 43.�
F'eeboa-d [feet)-------------------~----------
Side Slopes (Anside
Total dFsign volume using prisnoidel formula
ES/ENDl SS/END2 Sq-/8IDE1 SF/SIT)E2 L]ENGTH DTFI
AREA OF TQP
LFNGlH * WIDTH =
644.0 2b4.0
AREA C-F EICTT]M
LENGTH v WIDTH =
5C��.& 210.0
17��1� (AREm OF T8�)
�239�0 (ARE� OF BOlTOM)
DEPTH
,;�.O
ARE� OF
MIDSE�T3O�
�lMH 4
6.17
849(A5'EA
gF MIDS4�
CU. FT.
= [AREA TOP +
(4*ARE�Z, MIDS�CTIJ�)
+ ARE� �OT�OMZ * nE��H/6
z70o16.�
�G491�.0
12390�.�

-7 1-
e r
U. r' r E" G-'
2, ct n L, f, rp rl- it Fk r i s`C C, -,z-, t 0 a.
:vy (1., p f- o (44 L k c
W
1 4 -4, b i, (7) r c� 7 c c
eel
the FLM-urlt freFh vqa" F-:--
Ica,. . r E; c) r, v c! kj -:Ti si,
Q f 4 r e a, I- Ce 1- 'u s e IJ fry a h
%l: f t I a t r e I c u
frl e
1 S d ;Ft. to e -i n cS
C F
V I f t
-iQr c) n f a 11 i r! i5"xr-:E?s;-5 f PQ
of t i m e w h F r -� r a.! n a c-.-. Q- Q iE
C- V Ll D 0 6 V 8 1- ;V 7- t jk M
s C.: e � .s r a— L
7 0 i n F%, 7,
in

w
r�. :olu/nc of ?5 rear - 24 bo:r sJorm
�olums = 1;96�7,5 cu�ic foet
�A.
��J8�l
�otic
fee�
cub�c
f�e�
5C,
bic
fee�
oubJ_c
fes�
TQT�L 914 ic �ea�
T�ai:fsiI in e:cess mti�o===========> 7.0 inche�
25 /L-ar - 24 bour 'aj.nfaII===============~==� 7'� inches
Side slc�pes=======�========~�===�~======�===)
lnside C. engt1==�=====�==================>
lnsi�a top
Tnp o� �ike ele�ation=======================>
-ot 5 fee�
Tctal reouireed vo1 0?4
1D24S
�easonaI high wate�ta�le eIevat��n �3.HWr)===> 49.� feet
S�op ng� 's �3 foet *
be / or = to -QHWT elex.==========> 49^2 t
ut tje ` or = �c mic. req, treaE. t
k-.rcatment '7 8 ft.
�t stoc �xm�i�g e)cvat��n�=~=========)
Stj�,rpuo�in�
' t.�ust ne at bee�oard & r' ra�nf+il
A�tua� vmlu'xe less �� y,.- 24
\/u�:me aL �t�/�� �umping e1p�aLjon========�==�
red, v t ,me to be
7.21741
N,if tsss o 1.nujre�==>
�. ���I�lEIDrot. &41�&74—
����

DESIGN SUMMARY
NAME: DOUBLE B 17-24
MEARL & BILLY BUTLER
COUNTY: COLUMBUS
TYPE OPERATION: 5680 FEED —"FINISH
TOTAL REQUIRED VOLUME—1IB4006 CU FT
TOTAL DESIGN VOLUME AVAILABLE 1207188 CU FT
ESTIMATEDe
VOLUME OF LAGOON EXCAVATION 34443 CU YD5
TOTAL EXCAVATION 34443 CU YDS
VOLUME OF PAD FILL 23954 CU YDS
VOLUME OF DAM 2737 CU YDS
TOTAL FILL _--26691 CU YDS
CUT —FILL RATIO
1.29 :1
AREAS OF LAGOON SIDE SLOPES & BOTTOM THAT HAS SC W1 SM
POCKETS & LENSES WILL BE OVEREXCAVATED 1.5 FEET,. MIXED
WITH EXISTING MATERIAL AND COMPACTED.
TOP OF DAM
i
i PIPE INVERT
BOTTOM
BEGIN PAD
END PAD
ELEVATION
50.5
ELEVATION
48.8
ELEVATION
40.5
ELEVATION
51.0
ELEVATION
51.4

LAGOON DESIGN
I
]perator:DOUBLE B County: COLUMBUS Date. 8/19/96
MEARL R BILLY BUTLER
listance to nearest residence (other than owner): 2200.0 feet
:. AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow
to
finish)
x
1417
lbs.
= tj
lbs
0
sows
(farrow
to
feeder)
x
522
lbs.
lbs
5880
head
(finishing
only)
x
135
lbs.
- 793800
lbs
L 0
sows
(farrow
to
wean)
x
43;
lbs.
0
lbs
()
head
( wean to
feeder)
x
30
1 bs .
Y n
lbs
Describe other
:
0
Total Average Live Weight = 7?3800 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 793800 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 793800 cubic fleet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
SLUDGE ACCUMULATION NOT COMPUTED
AT OWNERS REQUEST. REMOVE SLUDGE
AS NEEDED.
Inside top length (feet)-•-- --------------- 650.0
Inside top width (feet)----------------------- 250.0
Top of dike elevation (feet) ----------------- 50.5
Bottom of lagoon elevation (feet)------------- 40.5
Freeboard (feet)------------------------ --- 1.0
Side slopes (inside lagoon)------------------ 3.0 . i
Total design volume
using prismoidal
formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2
LENGTH -WIDTH
DEPTH
3.0 3.0
3.0 3.0
644.0
244.0
9.0
AREA OF TOP
LENGTH * WIDTH =
644.0 244.0
157136
(AREA OF
TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
-590.0 190.0
112100
(AREA OF
BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
617.0 217.0
535556
(AREA, OF
MIDSECTION *
4)
CU. FT. = [AREA TOP
+ (4*AREA MIDSECTION) + AREA BOTTOM]
# DEPTHl6•
157136.0
535556.0
112100.0
1.5
Total Designed Volume Available 1207189 CU. FT.'
4

W,
I
TEMPORARY STORAGE REQUIRED
t
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
650.0 250.0 162500.0 square feet
Buildings (roof and lot water)
0.0 square feet
Describe this area.
TOTAL DA 162500.0 square feet
Design temporary storage period to be
'
180 days,
A.
Volume waste
of produced
Feces & urine production in gal./day per
135 lb. ALW 1.37
Volume = 793800 lbs. ALW/135 lbs. ALW #
1.37 gal/day 180 days
Volume = 1450008 gals. or 193851.3 cubic.
feet
8.
Volume of wash grater
This is the amount of fresh water used for
washing floors or vo.lume
of fresh water used for a flush system.
Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day #
180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
;.
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds
evaporation by largest amount.
180 days excess rainfall -
7.0 inches
Volume = 7.0 ire # DA / 12 inches per
foot
Volume = 94791.7 cubic feet
5

D. Volume of 25 year -- 24 hour storm
Volume = .7.5 inches / 12 inches per foot * DA
Volume = 101562.5,cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A .
193851
cubic
feet
5B.
0
cubic
feet
5C:.
94792
cubic
feet
5D.
1.01563
cubic
feet
TOTAL 390206 cubic feet
. SUMMARY
Temporary storage period====================>
180
days
Rainfall in exces, of evaporation===========>
7.0
inches
25 year -- 24 hour rainfall=====_____________,
7.5
inches
1.0
feet
Side slgpes________________________________>
3.0
. 1
Inside top length--__�___________________ .W>
650.0
feet
Inside top width=====__--_____=_______- =_==?
250.0
feet
Top of dike elevation=====--=-----=-===___-_>
50.5
feet
Bottom of lagoon elevation==================>
40.5
feet
Total required volume__________________==___>
1194006
cu. ft.
�
Actual design volume====== =================>
1207198
cu. ft.
Seasonal high Watertable elevation (SHWT)===>
46.0
feet
Stop pumping e1ev.=---_______________________r
46.8
feet
Must be > or = to the SHWT e1ev. =========>
46.0
feet
Must be > or = to min. req. treatment el.=>
46.5
feet
Required minimum treatment volume=====_=-===>
793800
cu. ft.
Volume at stop pumping elevation============>
802105
cu. ft.
Start pumping elev.==_____________________==?
48.8
feet
Must be at bottom of freeboard & 25 yr. rainfall--
Actual volume less 25 yr.- 24 hr. rainfall==>
1105626
cu. ft.
Volume at start pumping elevation====—====>
109B494
cu. ft..
Required volume to be pumped=======___======>
288643
cu. ft.
Actual volume planned to be pumped=====_====>
296399
cu. ft.
�
Min. thickness of soil liner when req+air'ed==>
1.5
feet
DESIGNED BYe c :_i e,4&, APPROVED BY: ,/ -Z9JA,& egg
,
DATE: DATEa g�galq�
NOTE: SEE ATTACHED WASTE\UTILIZATION PLAN
COMMENTS:
5

DESIGN SUMMARY
OPERATOR: BILLY BUTLER
Please review the attached plan and specifications carefully. Retain this plan for your use and
records. It is strongly recommended that you, your contractor, and the Prestage Farms, Inc. staff are
in agreement as to how the lagoon is to be constructed. Prestage Farm, Inc, personnel will meet with
all concerned parties and walk over the site to explain all flags and markings. It is important that
everyone understands what is expected so that final construction meets plans and specifications and
the job can be certified.
The pad dimensions and grades are the best estimate. The builder or contractor is responsible for
final layout and design of the pads. Prestage Farms, Inc. will assist in a limited capacity. The major
concern of all parties shall be the proper design and construction of the waste treatment lagoon.
The actual amount of material required for pads and darn may vary from the estimates. The design
will attempt to balance cuts and fills as close as possible. If additional material is required after
construction is complete on the lagoon, the contractor and owner will negotiate on the price and
location of the borrow area.
It should be noted that certification of the lagoon will depend upon all specifications being met.
Important items include length, width, depth, slopes, topsoil placement, correct elevations (top,
bottom, discharge pipes), and seeding.
ARE CULTURAL RESOURCES EVIDENT? YES NO--2L-
DESIGN REQUIREMENT: _ 1.194 006 cu. ft = 43.852 cu. yds
ESTIMATE OF LAGOON: (Excavation) 917,595 cu. ft = 33,285 cu. yds
ESTIMATE OF PAD: (Fill) 716.283 cu. ft = 26.529 cu. yds
ESTIMATE OF DIKE: (Fill) 72.900 cu. ft = _ 2,700 cu. yds
ESTIMATE OF MATERIAL FOR SANDY -CLAY LINER: = 0 cu. yds
Cut -Fill Ratio —A,16:1 (Cut -Fill ratio may be low, borrow material from adjacent site)
Areas of lagoon side slopes & Bottom with SM, SM Pockets & Lenses wRl be overex(avated 1.5 feet
and backfilled with compacted SC (Sandy Clay) material.
When these area are encountered an estimate of volume of excavation and liner will be computed.
TOP OF DAM 51.4 BEGIN PAD 51.9
PIPE INVERT---------49.7 END PAD----------------52.3
BOTTOM- --- 41 A
,Yob Class V
Designed By G. Glenn Clifton 9 12-95
Prestage Farms. Inc. Date
Design Approval _ zt �`

r"Qe: J:Ty "ZY-poi
LAGOON DESIGN
Operator: Billy Butler County: Columbus Date: 09-12-95
Distance to nearest residence (other than owner): 3.000.0 feet*
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to ftninsh) x
1417 lbs.
= 0
lbs
0 sows (farrow to feeder) x
522 lbs.
= 0
lbs
5880 head (finishing only) x
135 tbs.
= 793800
Ibs
0 sows (farrow to wean) x
433 lbs.
= 0
lbs
0 head (wean to feeder) x
30 lbs.
w 0
Describe other:
Total Average Live Weight=
793800
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 793800 lbs. ALW x Treatment Volume (CF)/Ib.ALW
Treatment Volume(CF)/1b.ALW = I CF/Ib.ALW
Volume= 793800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume= 0.0 cubic feet Sludge Accumulation not computed at owner's
request. Remove sludge as needed.
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ............................... 650.0
Inside top width (feet) ............................... 250.0
Top of dike elevation (feet) ............................. 51.4
Bottom of lagoon elevation (feet) ......................... 41.4
Freeboard (feet) .................................... 1.0
Side slopes (inside lagoon) 3.0:1
Total design volume using prismoidal formula
SS/ENDI SSIEND2 SS/S1DEi SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 644.0 244.0 9.0
AREA OF TOP
LENGTH *WIDTH
644.0 244.0
AREA OF BOTTOM
LENGTH *WIDTH=
590.0 190.0
AREA OF MIDSECTION
LENGTH *WIDTH 44
617.0 217.0
157136 (AREA OF TOP)
112100 (AREA OF BOTTOM)
535556 (AREA OF MIDSECTION *4)
CU. FT. =[AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
157136.0 535556.0 112100.0 1.5
Total Designed Volume Available=1207188 CU. FT.
4

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length *Width=
650.0 250.0 162500.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 162500.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume= 793800 lbs. ALWI135 lbs. ALW*1.37 gal/day 180 days
Volume= 1450008 gals. or 193851.3 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume of fresh water used
for a flush system. Flush systems that recirculate the lagoon water are accounted for in
5A.
Volume= 0.0 gallons/day* 180 days storage/7.48 gallons per CF
Volume= 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days exceeds rainfall — 7.0 inches
Volume= 7.0 in * DA / 12 inches per foot
Volume= 94791.7 cubic feet
11

5D. Volume of 25 year - 24 hour storm
Volume= 7.5 inches / 12 inches per foot * DA
Volume= 101562.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 193851 cubic feet
SH. 0 cubic feet
5C. 94792 cubic feet
5D. 101563 cubic feet
TOTAL 390206 cubic feet
6. SUMMARY
Temporary storage period .................... I ........... ISO days
Rainfall in excess of evaporation ..........................
7.0 inches
25 year - 24 hour rainfall ...............................
7.5 inches
Freeboard ...........................................
1.0 feet
Side slopes ...........................................
3.0:1
Inside top length ....................................
650.0 feet
Inside top width .....................................
250.0 feet
Top of dike elevation ...................................
51.4 feet
Bottom of lagoon elevation ...............................
41.4 feet
Total required volume ..............................
1184006 cu. ft.
Actual design volume ..............................
1207188 cu. ft.
Seasonal high watertable elevation (SHWT) .....................
47.7 feet
Stop pumping elev .....................................
47.7 feet
Must be > or = to the SHWT elev ....................
47.7 feet
Must be > or = to min. req. treatment elev . .............
47.4 feet
Required minimum treatment volume ......................
793800 cu. ft.
Volume at stop pumping elevation .......................
802105 cu. ft.
Start pumping elev ..............................
I ...... 49.7 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall .................
1105626 cu. ft.
Volume at start pumping elevation ......................
1098494 cu. ft.
Required volume to be pumped .........................
288643 cu. ft.
Actual volume planned to be pumped ......................
296389 cu. ft.
Min. thickness of soil liner when required ......................
1.5 feet
7. DESIGNED BY: G. Glenn Clifton APPROVED BY:
Prestage Farris, Inc.
DATE: 6-26-95 DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
6