310363_HISTORICAL_20171231

NORTH CAROLINA
Department of Environmental Qual

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-363 County: Duplin
Facility Name: Hwy, 41
Certified Operator Name. Joe Sxaloky Operator Number: AWA999328
1. Current liquid ievel(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 NameAD: 4118 4119
Spillway(Y or N): N N
Level(inches): 21 17
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. 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 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: as conditions permit
1 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.
Advantage Farms LLC Phone:
Facility Owne /Manager (print)
Date:
Facility Owner/Manager (s ature)
[phone]
9/6/2016
r JC'-� !Ss-z�C-) �"-Y

11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL_ FREEBOARD ANDIOR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1, Structure ID: 4118
line m =
262.7 Ib PAN
2. Structure ID: 4119
line m =
351.0 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.lines 1+2+3+4+5+6= 613.6lbPAN
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
(Iblacre)
L TOTAL PAN
BALANCE FOR
FIELD (ft.)
column r x s
U. application window'
10
Wheat
4.13
156.00
644.3
Sept -April
11
Wheat
1.17
156.00
182.5
Sept -April
12
Wheat
1.65
156.00
251.4
Se t-A ril
'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) = 1084.2 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (Line In from section II) = 613.6 lb. PAN
PoA (30 Day) 2/21/00

x. Crop's remaining PAN balance (line v from section III) _. 1084.2 lb. PAN
y. Overall PAN balance (w - x) = -471 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.
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed. - New analysis has been taken, waiting for results.
PoA (30 Day) 2121/00

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 NarnefEdentifier (ID): 4118
2. Current liquid volume in 25 yr.f24 hr• storm storage & structural freeboard
a. current liquid level according to marker
21.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard
24.0 inches
c. line b - line a (inches in red zone) =
3.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation)
42300 ft2
e. line c112 x line d x 7.48 gailonsift°
79101 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
160 days
g. volume of waste produced according to structural design
39561 W
h. current herd # 1200 certified herd # 1200
i
actual waste produced = current herd # x line g =
39561 fe
certified herd #
i
i. volume of wash water according to structural design
®W
j. excess rainfall over evaporation according to design
24675 ft3
k. (lines h + i + j) x 7.48 x 30 daysiline f= 80081 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 311/2018 1.fi5 Ibs11000 gal.
m. ((lines e + k)11000) x line 1= 262.7 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2121/00

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 Namelldentifier (ID): 4119
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) 6ra ftz
e. line c/12 x line d x 7.48 gallons/W 82280 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 18D days
g. volume of waste produced according to structural design 80705 ft3
h. current herd # 3648 certified herd# 3648
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 daystline f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 311I2016
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)
PoA (30 Day) 2121 /00
80705 ft3
® ft3
38500 ft3
1148609 gallons
1.52 Ibs/1000 gal.
351.0 lbs. PAN

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD ANDIOR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: 4118
line m =
lb PAN
2. Structure ID: 4119
line m = 155.6 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+8+6= 155.6lbPAN
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
a. remalning IRR
2 PAN balance
(Ib/acre)
t TOTAL PAN
BALANCE FOR
FIELD jibs.)
column r x s
u. application window'
1
Wheat
2.47
156.00
385.3
Sept -April
2
Wheat'
2.42
96.50
233.5
Sept -April
3
Wheat
1.46
156.00
227.8
Se t- dl
'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) = 846.6 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 155.6 Ib. PAN
PoA (30 Day) 2121100

x. Crop's remaining PAN balance (line v from section ill) = 846.6 lb. PAN
y. Overall PAN balance (w - x) _ -691 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 populalion and lagoon freeboard levels at the
receiving facility.
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed. - New analysis has been taken, waiting for results.
PoA (30 Day) 2/21100

tk
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 Namelidentifier (ID): 4119
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.124 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 66000 ft�
e. line c/12 x line d x 7.48 gallonslfe 41140 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 80705 to
h. current herd # 3648 certified herd #1 3648
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
1. current waste analysis dated 1 11/312Q15
m. ((lines e + k)/1000) x fine I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
80705 f?
ft3
3850010
148609 gallons
0.82 Ibs/1000 gal.
166.6 lbs. PAN
PoA (30 Day) 2/21/00

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number
31-363
County: Duplin
Facility Name: Hwy. 41
Certified Operator Name: Joe Szatoky Operator Number:
AWA999328
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 NameND:
Spiliway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
4118 4119
N N
15 5
2. Check all applicable items
X Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
"Attach a complete schedule with corresponding animal units and dates 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: as conditions permit
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.
Advantage Farms LLC Phone:
Facility Ow er anager (print)
r
Date:
Facility Owner/Manage ignature)
A0V'_ 3 oJP--
[phone]
2/1012016

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: 4118
line m =
222.2 lb PAN
2.
Structure ID: 4119
line m =
358.0 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.lines 1+2+3+4+5+6= 580.2lbPAN
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 ERR
2 PAN balance
pb/acre?
t. TOTAL PAN
BALANCE FOR
FIELD (lbs_)
column r x s
u. application window'
t
Wheat
2.47
156.00
385.3
Sept -April
3
Wheat
1.46
156.00
227.E
Se t- ril
'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) = 613.1 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 580.2 lb. PAN
PoA (30 Day) 2/21100

x. Crop's remaining PAN balance (line v from section III) = 613.1 lb. PAN
y. Overall PAN balance (w - x) _ -33 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.
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed. - New analysis has been taken, waiting for results.
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): 4118
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level acoording to marker 15.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 24.0 inches
c. line b - line a (inches in red zone) = 9.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 42300 ftz
e, line G12 x line d x 7.48 gallonslW 237303 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 39561 ft3
h. current herd # 1200 certified herd # 1200
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 11/3/2015
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)
PoA (30 Day) 2/21/00
39561 ft'
003
24675 W
80081 gallons
0.70 Ibs/1000 gal.
222.2 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 Namelidentifier (ID): 4119
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 12.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 Inches
c. line b - line a (Inches in red zone) = 7.0 Inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 66000 W
e. line c112 x line d x 7.48 gallons/W 287980 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 80705 P
h. current herd # 3648 certified herd # 3648
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 11/3/2015
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)
PoA (30 Day) 2/21/00
80705 ft'
©ft3
38500 ft9
148609 gallons
0.82 Ibs11000 gal.
358.0 Ibs. PAN

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1.
structure ID: 4118
line 1=
13347 gallons
2.
structure ID: 4119
line 1=
312748 gallons
3.
structure ID:
line I =
gallons
4.
structure ID:
line I =
gallons
5.
structure ID:
line I =
gallons
6_
structure ID:
line 1=
gallons
n. lines 'I+2+3+4+5+6=
o. line n / 27154 =
326095 gallons
12.01 acre -Inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD'''
'While this section deals with hydraulic loading capacities, applications cannot exceed
agronomic rate for receiving crop according to its certified waste plan.
2Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are
not considered available to receive waste.
p. tract #
q. field #
r. soil type
s. crop
t. acres
u. remaining
IRR-2 PAN
valance
polacre)
v. maximum
application rate
('Whr)
W. maximum
application
amount (inches)
T1096
2
GOA
Wheat
2.42
96.5
1
1
4
GoA
Wheat
2.32
32.61
1
1
5
GoA
Wheat
1.17
84.211
1
1
6
GoA
Wheat
2.24
118.5
1
1
x. total acres available during 5 day draw down (sum of column t) = 8.15 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
y. line o = 1.47 inches per acre to be applied within 5 days
PoA (a Day} 2/ZTMT

line x
If unable to land apply hydraulic load listed in line y, list course of action here including pump
and haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options,
1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
in
2. Date and amount of last rainfall event?
DATE:
r
4. Given optimum soil and weather
AMOUNT: Dinches
capable of applying the volume
line "n" at appropriate seasonal i.e. winter application rates within 5 da ?
5. Irrigation schedule for next 5 days - include daily schedule; proposed application rates and amounts
per irrigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to
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PoA (5 Day) 2121100

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Nametidentifier (ID)' F 4119
2. Current liquid volume in structural freeboard
a. current liquid level according to marker 5.0 inches
b. designed structural freeboard zone 12.0 inches
(Normally 12 inches or greater)
c. line b - line a (inches within structural freeboard) = 7.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) I 66000 fe
e. line c112 x line d x 7.48 gallons/W 287980 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 186 days
g. volume of waste produced according to structural design 80705 ft3
h. current herd # 3648 certified herd # 3648
actual waste produced = current herd # x line g = 80705 fe
certified herd #
i. volume of wash water according to structural design E==ft3
j. excess rainfall over evaporation according to design 38500 ft3
k. (lines h + i + j) x 7.48 x 5 days/line f = 24768 gallons
4. Total volume of waste to be land applied during 5 day draw down
I. total volume to be land applied line e + line k = 312748 gallons
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below)
PoA (5 Day) 2/21/00

';CLAN OF ACTION[Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-363
County: Du lin
Facility Name: Hwy. 41
Certified Operator Name: doe Szaloky Operator Number.
AWA999328
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 NamenD:
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
4118
N
11
2. Check all applicable items
X Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the 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 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: as conditions permit
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 correcL
Farms LLC Phone: [phone]
ne M Hager (print)
Date: 2I23/2016
nerlMana ignature)
.�

L01. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD ANDIOR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: 4118
line m = 277.5 lb PAN
2. Structure ID: 4119
line m =
lb PAN
3. Structure ID:
line rn =
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 + b + 6 : 277.6 lb PAN
111. 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.
PAN balantm
..
•
..:
'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) 613.1 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section ll) = 277.5 lb. PAN
PoA (30 Day) 2/21100

x. Crop's remaining PAN balance (line v from section Ili) = 613.1 lb. PAN
f y. Overall PAN balance (w - x) = -336 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.
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed. - New analysis has been taken, waiting for results.
PoA (30 Day) 2121100

.11. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL (FREEBOARD ELEVATIONS
-FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: 4118
line 1= 39714 gallons
2. structure ID.
line I =
gallons
3. structure I D:
lime I =
gallons
4. structure ID: -
line I =
gallons
5. structure ID:
line I =
gallons
6. structure ID:
line I =
gallons
n. lines 1 +2+3+4+3+6=
o. line n 127164
39714 gallons
1.46 acre -inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD' .2
'While this section deals with hydraulic loading capacities, applications cannot exceed
agronomic rate for receiving crop according to its certified waste plan.
2Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are
not considered available to receive waste.
p. tract #
q. field #
r. soil type
s. crop
t. acres
u. remaining
IRR-2 PAN
balance
((blade)
v. mapmum
application rate
(inlht)
w. mabmum
application
amount (inches)
T1096
2
GOA
Wheat
2A2
96.5
1
1
4
GoA
Wheat
2.32
32.61
1
1
5
GoA
Wheat
1.17
84.211
1
1
6
GoA
Wheat
2.24
118.5
1
1
x. total acres available during 5 day draw down (sum of column Q = 8.15 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA (� Day) 21 i o = 0.18 Inches per acre to be applied within 5 days

line x
jlf unable to land apply hydraulic load listed In line y, list course of action here including pump
and haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options,
recalculate new hydraulic load based on new information.
Plan to land apply hydraulic load:
scribe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
equipment mar down in field "traf<cabiii " across soils; will soils absorb application without runoff, etc.
e and amount of last rainfall event?
DATE:
AMOUNT: inches
4_ Given ontimum soil and weather conditions is irrinatinn enuinment canahle of aoalvino the volume
line "n" at appropriate seasonal i.e. winter application rates within 5 days?
5. Irrigation schedule for next 5 days - include daily schedule; proposed application rates and amounts
per irrigation event; changes made in gun sizes, nozzles, "o" rings, operating time, travel speed, etc. to
meet proposed changes in ap2lication rates and amounts• and any other information for consideration.
PoA (5 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 1 4118
2. Current liquid volume in structural freeboard
a. current liquid level according to marker 11.0 inches
b. designed structural freeboard zone 2­01 inches
(Normally 12 inches or greater)
c. line b - line a (inches within structural freeboard) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 42300 ftZ
e, line c112 x line d x 7.48 gallons/W 26367 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 F 39561 ft3
h. current herd # 1200 certified herd # 1200
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 5 days/line f =
4. Total volume of waste to be land applied during 5 day draw down
I. total volume to be land applied line e + line k =
39561 ft3
©ft3
24675 ft3
13347 gallons
39714 gallons
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below)
PoA (5 Day) 2/21100

,t
�01301 Kay
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:
31-363
Facility Name: Hwy. 41
Certified Operator Name:
Michael Parker
County: Duplin
Operator Number:
AWA994266
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
4118 4119
N N
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. 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 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:
718/2013
1 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
Advantage Farms LLC Phone:
Facility Owner/Margager (print)
Date:
Facility Owner/Manager (si ture)
[phone]
7/3/2013
v

i
11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD ANDIOR 25 YRn4
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: 4118
line m =
188.2 lb PAN
2.
Structure ID: 4119
line m =
275.1 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. lineal + 2 + 3 + 4 + 5 + 6 = 463.4 1b 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 0
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(lb/acre)
L TOTAL PAN
BALANCE FOR
FIELD (lbs.)
colmnn r z a
u. applicallon window'
T1096
1
Corn
2.47
133.91
330.8
Thru July 21
T1098
3
Corn
1.46
118.21
172.6
Thru July 21
'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 a0 fields (sum of column t) = 503A lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 463.4 lb. PAN
PoA (30 Day) 2/21 /00

x. Crops remaining PAN balance (line v from section Ill) = 503.4 lb. PAN
y. Overall PAN balance (w - x) _ -40 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.
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land Is
available for pumping if needed. - New analysis has been taken, waiting for results.
PoA (30 Day) 2/21100

r
PLAN OF ACTION (PoA) FOR HIGH FREEB.OARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL. PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1, Structure Name/ldentifier (ID): 14118
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
24.0 inches
c. line b - line a (inches in red zone) =
6.0 inches
d. top of dice surface area according to design
(area at below structural freeboard elevation)
42300 fe
e. line c112 x line d x 7.48 gallons/fe
158202 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 39561 ft3
h. current herd # 1200 certified herd # 1200
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 daysAine f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 10/19/2012
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)
PoA (30 Day) 2121100
39561 fts
..�.J ft3
24675 fe
80081 gallons
0.79 lbs/1000 gal.
188.2 lbs. PAN

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 Namendentifier (ID): 4119
2. Current liquid volume in 25 yr./24 hr. storm storage 8, 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)
a. line c112 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
18.0 inches
19.0 inches
1.0 inches
6ti000 fe
41140 gallons
180 days
g. volume of waste produced according to structural design 80705 ft3
h. current herd # 3648 certified herd # 3648
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 daystline f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 10/19/2013
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)
PoA (30 Day) 2/21 /00
80705 W
®fe
38500 ft3
148609 gallons
1.45 Ibs/1000 gal.
275.1 lbs. PAN

PRODUCER:
LOCATION:
TELEPHONE:
TYPE OPERATION:
NUMBER OF ANIMALS:
(Design Capacity)
'WASTE UTILIZAT4N PLAN g
Hwy 41 -Advantage Farms,LLC
NC 41 South, Wallace, NC
910-293-5248
Feeder - Finish
3648
I DENR I DWQ
RECE1VIrD
Aq+„{pr Prnteinn S
e60"
APR 4 9 �Q49
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that, it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
JUL 13 2009
Page 1 Bar.

VIIASTE'�UTILIpZ�i4T10N" PLAN'
Amount of Waste Produced Per Year (gallons, ft, tons, etc.)
3,648 animals X 1_9 (tons) waste/animal/year =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
3,648 animals X 2_3 lbs. PAN/animal/year =
Guide Std. 633)
6,931 (tons) waste/year:
8,390 Ibs. PAN/year. (PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvpe Per Acre Utilized Application
Total 1 0.001 - I
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

WASTE UTILIZATI6N' PLAN'
Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2])
Tract Field . Soil Crop Lbs. N Acres Lbs. N Month of
110. Type Per Acre* Itilized Application
* See footnote for Table 1.
Totals from above Tables
Acres
Lbs. N
Utilized
Table 1
38.32
8,173
Table 2
19.86
5,332
Total
58 A 8
13,505
Amount of N Produced
8,390
Surplus or Deficit
5,114
NOTE. The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

WASTE --UTILIZATION PLAN.'
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate In/Hr Amount In.
all GoA Row Crops 0.4 0.75
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation *see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to. apply and the proper application rate prior to applying the
waste.
Narrative of operation: This plan contains a 2003 amendment until the grower begins the first
vear of a two vear rotation of row croon. That amendment balances the NUP with a deficit of
456.55 lbs. Beginning in the Spring of 2004, grower will start with the crop rotation of Year "Y".
Included as part of the NUP is the use of "Aerway" as an irrigation source_. _
Residual N has been accounted for in the corn rate.
Page 4

r « WASTE UTILIZATION;
z
REQUIRED SPECIFICATIONS
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 which 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 waste, helshe shall provide a copy 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 facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application 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 that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When 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 or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

:r11VASTEUTILIZATION PLAN`.
REQUIRED SPECIFICATIONS
(continued)
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 Waste nutrients 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 from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
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
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they 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.
Page 6

REQUIRED SPECIFICATIONS
(continued)
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 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
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
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.
Page 7

WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:
Owner / Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. 1 (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner:
(Please print)
Signature:
Name of Manager (If different from owner):
Signature:
Date:
Date:
Name of Technical Specialist: (Please print) Toni W. King
Affiliation: Murphy - Brown
Address (Agency): P.O. Box 856
Signature:
Warsaw, NC 28398
Date:
Page 8

ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to be leased, etc.)
I, , hereby give
permission to apply animal waste from his Waste Utilization System on acres
of my land for the duration of time shown below.
I understand that this waste contains nitrogen, phosphorous, potassium, and other
trace elements and when properly applied should not harm my land or crops. I also
understand that the use of waste will reduce my needed for commercial fertilizer,
Adjacent Landowner:
Waste Producer:
Technical Representative:
SWCD Representative:
Date:
Date:
Date:
Date:
Term of Agreement: , 19 to , 20.
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No. 2)
Page 9

Tract Field Soil
# No. Type
YEAR "X"
WASTE UTILIZATION PLAN
Table 9: ACRES OWNED BY PRODUCER
Crop Lbs. N Acres Lbs. N Month of
Per Acre* Utilized Application
T1096
3
GoA
Corn
147
6.02
884.94
March - Jul
T1096
3
GoA
Wheat
156
6.02
939.12
Sept - April
T1096
5
GoA
Corn
147
8.13
1,195.11
March - Jul
T1096
5
GoA
Wheat
156
8.13
1,268.28
Sept - April
T1096
6B
GoA
Corn
147
8.62
1,267.14
March - Jul
T1096
6B
GoA
Wheat
156
8.62
1,344.72
Sept - April
T1096
4A
GoA
Soybeans
152
0.66
100.32
June - Sept
T1096
4B
GoA
Soybeans
152
2.89
439.28
June - Sept
T1096
6A&7
GoA
Soybeans
152
12.00
1,824.00
June - Sept
38.32
9,262.91
YEAR "Y"
-
T1096
3
GoA
Soybeans
152
6.02
915.04
June - Sept
T1096
5
GoA
Soybeans
152
8.13
1,235.76
June - Sept
T1096
6B
GoA
Soybeans
152
8.621
1,310.24
June - Sept
T1096
4A
GoA
Corn
147
0.661
97.02
March - Jul
T1096
4A
GoA
Wheat
156
0.661
102.96
Sept - April
T1096
4B
GoA
Corn
147
2.89
424.83
March - Jul
T1096
4B
GoA
Wheat
156
2.89
450.84
Sept - April
T1096
6A&7
GoA
Corn
147
12.00
1,764.00
March - Jul
T1096
6A&7
GoA
Wheat
156
12.00
1,872.00
Sept - April
38.32
8,172.69
TOTAL
Page 10

.. A
Aerway
WASTE�UTILIZATION PLANAMENDMxENT`�`
The following table is to be used when irrigation is done with the "Aerway" irrigation system. The
acreage used is the total field acreage, as this system wets the entire field.
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvoe Per Acre Utilized Analication
T1096
3
GoA
Corn
147
0.98
144.06
T1096
3
GoA
Wheat
156
0.98
152,88
T1096
5
GoA
Corn
147
3.17
465.99
T1096
5
GoA
Wheat
156
3.17
494.52
T1096
613
GoA
Corn
147
0.39
57.33
T1096
613
GoA
Wheat
156
0.39
60.84
T1096
4A
GoA
Soybeans
152
4.32
656.64
T1096
413
GoA
Soybeans
152
2.32
352.64
T1096
6A&7
GoA
Soybeans
152
8.68
1319.36
19.86
3704.26
T1096
3
GoA
Soybeans
152
0.98
148.96
T1096
5
GoA
Soybeans
152
3.17
481.84
T1096
613
GoA
Soybeans
152
0.39
59.28
T1096
4A
GoA
Corn
147
4.32
635.04
T1096
4A
GoA
Wheat
156
4.32
673.92
T1096
413
GoA
Corn
147
2.32
341.04
T1096
413
GoA
Wheat
156
2.32
361.92
T1096
6A&7
GoA
Corn
147
8.68
1275.96
T1096
6A&7
GoA
Wheat
156
8.68
1354.08
19.86
5332.04
Total
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Owner 1 Manager Date
Technical Specialist Date
Page 12

2003 Amendment
WASTEEUTILis I►TIONPLAN AMENDMENTS
2003 Amendment
Grower will follow this amendment until the Spring planting, then he will start the 2 year rotation
of his new plan.
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
T1096
3
GoA
Soybeans
126
6.02
758.52
June - Au
T1096
3
GoA
Wheat
144
6.02
866.88
Sept - April
T1096
5
GoA
Soybeans
126
8.13
1024.38
June - Se t
T1096
5
GoA
Wheat
144
8.13
1170.72
Sept - April
T1096
613
GoA
Soybeans
126
8.62
1086.12
June - Au
T1096
613
GoA
Wheat
144
8.62
1241.28
Sept - April
T1096
46
GoA
Fescue G
185
2.89
534.65
August - Jul
T1096
6A&7
GoA
Fescue G
185
12.00
2220
August - Jul
Total I 37MI 6,902.55
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Owner / Manager
Technical Specialist
Date
Date
Page 14

12/29/2009 TUE 15:56 FAX [phone] WRLNXI lA001/018
Mur hyw"rown
LL.
I
Murphy Brown LLC
P4 Box U6
2822 Hwy 24 West
Warsaw, NC 28398
Phone (910 ) 293-3434
Fax [phone]
Fax Transmittal Sheet
Phone: Date-
ti
❑Urgent ❑For Review 13 Please Comment 11 Please Reply LI Please Recycle
!f

12/29/2009 TUE 15:56 FAX [phone] WRt.NXI
IM 002/016
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-363 County: ou lid
Facility Name: Y". 41
Certified Operator Name: Brad Hates Operator Number: 18062
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 NamellD: 1 2 _
Spillway(Y or N): N _ hi-
Level(inches): —.23 ..... 14.
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. Bolume and PAN content of waste
�to be pumped and hauled is reflected in section Ill tables. Included within this plan is a list
of the proposed sites with related facility numt:ers, number of acres and receiving crop
information. Contact and secure approval from the IDWQ 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: 1/6/2010
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,
Advantage Farms LLC Phone: [phone]
Facility Owner/Manager (print)
Bate: 12/29/2009
Facility er/Ma ger (signature)

.n
12/29/2009 TUE 15:56 FAX [phone] WRLNKI
(MOD3/016
IL TOTAL. POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND1OR 25YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Lagoon 1 -
line rn =
lb PAN
2. Structure ID: + Lagoon 2 _
line m =
921.2 lb PAN
3. Structure ID:
line m =
lb PAN
4. Structure ID:
line rn =
ib PAN
5. Structure ID:
line m =
lb PAN
6. Structure 11):
line rn =
lb PAN
n.lines 1+2+3+4+5+6= 921.2IbPAN
111. 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 9
q. crop
r. acres
I(Iblacre)
s. remaining ERR
2 PAN balance
t TOTAL PAN
BALANCE FOR
FEELIi) (lbs.) 1
cokimn r x s E
a, application ivindous
I-i _ 41
1
Wheat -
1.60
63.86
1022
Sept -April
H .41
2
Wheat
2.21
67.00
148.1
Sept -April
Hwy. 41
3
_
Wheat
2.21
74.47
164.6
Sept -April
Fl. 41
4
Wheat _ww M
2.79
97.29
271.4
Sept -April
Hwy. 41
Hwy. 41
Hwy. 41
Hwy. 41
±g. 41
tLwy. 41
5
6
7A
-__7B
8
_ 9
Wheat
Wheat
Wheat -__
Wheat -_
Wheat------u_-
Wheat _
2.71
�- 2.63
_ 0.90
_---- 0.54
_ 3.53
3.651
95.56
93.72
108.00
84.4'!.
- 91.04
93A7
259.0
246.5
97.2
45.6
321.4
340.1
Sept -April
Se t-April _
Sept -April _
Sept -Aril----
Sept -April _
[Sept-April
'State current crop ending application date ar 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) = 1995.9 Ib. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section 11) = 921.2 lb. PAN
POA (30 Day) 2121/00

y
12/29/2009 TUE 15:56 FAX [phone] WRLNM1
IM 004/016
x. CroWs remaining PAN balance (line v from section III)
y. Overall PAN balance (w - x)
1995.9 lb. PAN
-1075 lb. RAN
y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
depopulation, herd reduction, etc. For pump & haul and herd reduction optlons, recalculate new PAN
ad on new information. If new fields are to be included as an option for lowering lagoon level, add these
s to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
her permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
'onto existing spray fields will continue as weather and field conditions permit. Additional land is
for pumping if needed.
PoA (30 Day) 2/21/00

12/29/2009 TUE 1s:56 FAX [phone] WRLNM1
Q 005/016
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
x
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Namefldentifier (ID): JLagoon 1
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker [-inches
b. designed 25 yr.f24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 19,0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) E42300 fe
e. line c/12 x line d x 7.48 gallons/W 500973 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 ft3
In. current herd # 200 csrtffied herd 1200
actual waste produced = current herd # x line g = 39561 W
certified herd #
i. volume of Nash according to structural design t 3
f
j. excess rainfall over evaporation according to design Lbw 24675 fe
k. (lines h + i + j) x 7.48 x 30 days/line f-- 80081 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated �� ��^� Ibs11000 gal.
m. ((lines e + k)/1000) x line I = 0 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click an the next Structure tab shown below)
PoA (30 Day) 2121/00

12/29/2009 TUE 15:57 FAX [phone] WRE241 IM006/016
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LANE) APPLIED PER WASTE STRUCTURE
1. Structure Name/identifier (0): E.a oan 2
2. Current liquid volume in 25 yr124 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr./24 hr. storm & structural freeboard
c. line b - fine 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 line d x 7.48 gallons/ft3
3. Projected volume of waste liquid produced during dravi down period
14.0 inches
19.0 inches
5.0 inches
66000 ft2
205700 gallons
f. temporary storage period according to structural design 8-01 days
g. volume of waste produced accord�'�ng to structural design 807051ft3
h, current herd ## 3648 certified herd #�__ 3
actual waste produced = current herd_># x line g = 80705 ft'
certified herd A
i. volume of wash water according to structurai 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 1112/200g
m. ((fines e + k)/1000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00
385Q0 ft3
148609 gallons
2.60 lbs/1000 gal.
921.2 lbs. PAN

WASTE UTILIZATION PLAN
NPDES PERMIT -RENEWAL - 2007
REGIONAL OFFICE - APS
FARM NO:
❑ ASHEVILLE
❑ FAYETTEVILLE
❑ MOORESVILLE
❑ RALEIGH
❑ WASHINGTON
WILMINGTON
❑ WINSTON-SALEM
W29/2006 dgl

04/09/2008 WED 11:30 FAX [phone]$ WRLNK1 444 DWQ Wilmington
IA 007/011
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FacilityNumber: 31-363 _ County: Du lin
Facility Name: Hwy. 41 _
Certified Operator Name: Brad Hales Operator Number: 18052
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:
Spiliway{Y or N):
Level(inches):
Lagoon Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
1 2
N N
2. Check all applicable items
1s
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
"Attach a complete schedule with corresponding animal units and dates 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: 41812008
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.
Advantage Farms LLC Phone: [phone]
Facility OwnerlManager (print)
` Date: 4/8/2008
Facility Owner/Manager (signat

04/09/2008 WED 11:31 FAX [phone] WRLNK1 4-+4 DWQ Wilmington
- .0 ,
IA 008/011
It. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Lagoon 1
line m =
lb PAN
2. Structure ID: Lagoon 2
line m =
626.3 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= 626.3lbPAN
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 3n DAY PERIOD.
o. tract #
p. field #
q, crop
r. acres
s. remaining iRR
2 PAN balance
(Iblacre)
t. TOTAL PAN
BALANCE FOR
FIELD(lbs,)
column r x s
u. application window'
T1096
10
Corn
3,78
147.00
555.7
Febl5-June
T1096
11
Corn
2.32
147.00
341.0
Feb15-June
T1096
12
Corn
1.27
147.00
186.7
Feb15-June
T1096
13
Com
0.61
147.00
89.7
Feb15-June
T1096
14
Corn
0.92
147.00
135.2
Feb15-June
T1096
15
Corn
1.33
147.00
195.5
Feb15-June
T1096
16
Corn
2.82
147.00
414.5
Feb15-June
T1096
17
1com
0.56
147.00
82.3
Feb15-June
T1096
18
Corn
0.83
147.00
122.0
Febl5-June
T1096
19
Corn
1.73
147.00
254.3
Feb15-June
T1096
20
Corn
0.85
147.00
125.0
Feb15-June
T1096
21
Corn
0.88
147.00i
129.4
Feb15-June
'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) 2631.3 Ib. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section It) = 626.3 lb. PAN
PoA (30 Day) 2/21/00

04/09/2008 WED 11:31 FAX [phone] WRLNM1 — DWQ Wilmington
"r •
1A 009/011
x. Crop's remaining PAN balance {line v from section IIQ
y. Overall PAN balance (w - x)
2631.3 lb. PAN
-2005 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
onto existing spray fields will continue as weather and field conditions permit. Additional land is
for pumping if needed.
PoA (30 Day) 2121/00

. L-
04/09/2008 WED 11:31 FAX [phone] WRLNNI -34 DWQ Wilmington
IM010/011
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 NameiIdentifier (ID): La n 1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker inches
b. designed 25 yr./24 hr. storm & structural freeboard 15.0 inches
c. line b - line a (inches in red zone) = 19.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 42300 ft2
e, line c/12 x line d x 7.48 gallonsM3 500973 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 1-8—Ol days
g. volume of waste produced according to structural design 39561 fe
h. current herd # 1200 certified herd # 2200
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 1
m. ((lines e + kY1000) x line l =
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2121/00
39561 fe
�Jfe
24875 ft3
80081 gallons
�lbs/1000 gal.
0 Ibs. PAN

04/09/2008 WED 11:31 FAX [phone] WRLNNI ya- DWQ Wilmington
Q 011/011
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): I Lagoon 2
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 15.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0 Inches
c. line b - line a (inches in red zone) W 4.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 66000 ft2
e. line cJ12 x line d x 7.48 gallonstft3 164560 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 807fl5 fe
h. current herd # 3648 certified herd # 3648
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 daystline f=
4. Total PAN to be land applied during draw down period
1. current waste analysis dated I 12/2812007
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)
PoA (30 Day) 2121100
80705 ft3
Oft3
38500 W
148609 gallons
2.00 Ibs/1000 gal.
626.3 lbs. PAN

o�oF WArFgpG
O �
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007
Advantage Farms LLC —E' D
Hwy 41 Farms 1&2 JUN � b 2007
5205 Masonboro Harbour Dr
Wilmington, NC 28409 $y�
Subject: Certificate of Coverage No. AWS310363
Hwy 41 Farms 1 &2
Animal Waste Management System
Duplin County
Dear Advantage Farms LLC:
In accordance with your application received on 9-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Advantage Farms LLC, 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 Hwy 41 Farms 1 &2, located in Duplin County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 3648 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 IU.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. Please pay
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.newateroualitv.orm Location: 2728 Capital Boulevard
An Equal Opportune ylAifirmative Action Employer— 50% Recydedl10% Post Consumer Paper
No Carolina
Adurrrlly
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 to1ave 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. '1' 1
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 I SA 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)
Duplin County Health Department
Duplin County Soil and Water Conservation District
Wilmington Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS310363

a
02/15/2007 THU 9:21 FAX [phone] WRLWJ DWQ Wilmington fA001/006
Th-y
p.
RIE�� Tel
aY TII
VED
Mu x'p 4y BroWTI LLC FEB 15 2007
PO Box 856
2922 Hwy 24 West I3Y'
Warsaw, NC 28398
Phone [phone]
Fax [phone]
Fax Transmittal Sheet
Fax:
Phone_ Date -
CC;
❑ Urgent _ 0 For Review 0 Please Comment 0 please Reply 11 Please. Reeyole

1 1
02/15/2007 THU 9:21 FAX [phone] WRLNXI 444 DWQ Wilmington
&D002/00B
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:
31-363
County: Duplin
Facility Name: Hwy. 41
Certified Operator Name: Brad Hales Operator Number:
18052
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 Name11D:
Spiltway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
1 2
N N
2. Check ail applicable items
17
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reftected 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 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: 211512007
I hereby certify that: I have reviewed the information fisted alcove and Included within the
attached flan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Advantage_ Farms LLC Phone: [phone]
tt laci ' Owner/Manager (print)
�d Qct�.S Z'A R
Date: 2114/2007
Facility er/Manager (signature)

n
02/i5/2004`'N 3 9:21 FAX [phone] ►YRLNMI -- DWQ Wilmington
IM 003/006
11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR324
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Lagoon 1
line m =
lb PAN
2. Structure 1D: Lagoon 2
line m =
197.0 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. lines 1 +2+3+4+5+6= 197.0lbPAN
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 t. TOTAL PAN u, application window'
2 PAN balance BALANCE FOR
(lb/acre) FIELD (ft.)
column r x s
6A , 7 Corn 12.00 147.00 1764.0 Mar-Juty
4A Corn 0.66 147.00 97.0 Mar -July
J laic LIJIf GIII W VN ri11V11I4V. Opp I%A= W" L= V ul I I Alk 41 VP CAPPI%1V Iuil U6Vll II III IV VaIO Jul avallauly
receiving craps during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) = 1861.0 lb, PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 197.0 lb. PAN
PoA (30 Day) 2121100

02/15/2007 TIM 9:21 FAX [phone] WRLNX1 44- DWQ W11atinston
IM 004/006
x. Crop"s remaining PAN balance (line v from section Ill) _
y. Overall PAN balance (w - x) =
1861.0 lb. PAN
-1664 lb. PAN
y must show as a deficit. If line y does not show as a deficit, list course of action here including pump anc
depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
d on new information. if new fields are to be included as an option for lowering lagoon level, add these
s to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
ier 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. Additional land is
available for pumping if needed.
PoA (30 Day) 2/21100

02/15/2007 THU 9:21 FAX [phone] WRINXI DWQ Wilmington
Q 005/006
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): I Lagoon 1
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0 inches
c. line b -line a (inches in red zone) = 19.0 inches
d_ top of dike surface area according to design
(area at below structural freeboard elevation) 42300 f?
e, line c/12 x line d x 7.48 gallonstO 500973 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 3g561 ft3
h. current herd # 3648 certified herd #1 3W
actual waste produced = current herd # x line g = 39561 ft3
certified herd #
1. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + 1 + j) x 7.48 x 30 dayslline f=
4. Total PAN to be land applied during draw down period
I, current waste analysis dated
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)
PoA (30 Day) 2/21100
Cv�ft3
24675 ft3
80081 gallons
lbs/1000 gal.
0 Ibs. PAN

02/15/2007 THU 9:21 FAX [phone] WRLNK1 DWQ Wilmington
121 00B/006
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/ldeniifier (113): [Lagoon 2
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.0 inches
b. designed 25 yr.f24 hr. storm & structural freeboard 20.0 inches
c. line b - line a (inches in red zone) = 3.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 660001 ft2
e. line c/12 x line d x 7.48 gallons/fe 125066 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 $0705 ft3
h, current herd # 1 36481 certified herd # 3648
actual waste produced = current herd # x line g = 80705 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 dayslline f=
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 1 9/14/2006
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)
PoA (30 Day) 2/21/00
ft3
38500 ft3
148609 gallons
0.72 Ibs/1000 gal.
197.0 lbs. PAN

P. 01 :K
TRANSACTION REPORT
FEB-15-2007 THU 09:19 AM
FOR: NCDENR
9103502004
RECEIVE
DATE START SENDER
RX TIME PAGES TYPE
NOTE M# DP
FEB-15 09:18 AM 9102933138
1110" 6 FAX RX
OK

11/22/2006 WED 14:43 FAX [phone] WRLNM1 a-> DWQ Wilmington
lih008/011
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-363
Facility Name: _ Hwy. 41
Certified Operator Name: Brad Hales
County: Duplin
Operator Number: 18052
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
N
16
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. 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 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: 11124/2006
1 hereby certify that I have reviewed the information listed above and included within the
attached Ilan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
Phone: Ind �c S
ner/M na alter (print).
Date: 11 /22/2006
(signature)

11/22/2006 WED 14:44 FAX [phone] WRLNN1 i-� DWQ Wilmington
Roll/oil
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 16.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 3.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 42300 ft2
e. line c/12 x line d x 7.48 gallons/ft3 79101 gallons
3. Projected volume of waste liquid pttduced during draw down period
f. temporary storage period according to structural design
180 days
g. volume of waste produced according to structural design
39561 Ift3
h. current herd # 3672 certified herd #1 3672
actual waste produced = current herd # x line g =
39561 ft'
certified herd #
i. volume of wash water according to structural design
ft3
j. excess rainfall over evaporation according to design
24675 ft3
k. (lines h + i + j) x 7.48 x 30 days/line f= 80081 gallons
4. Total PAN to be land applied during draw down period
1. current waste analysis dated 9/14/2006 1.20 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 191.0 Ibs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00

11/22/2006 WED 14:43 FAX [phone] WRLNMI -*-*-.DWQ Wilmington
Q 009/011
11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Lagoon 1 line m = 191.0 lb PAN
2. Structure 1D: line m = lb PAN
3. Structure ID:
4_ Structure ID:
5. Structure ID:
6. Structure ID:
line m = lb PAN
line m =
lb, PAN
line m =
lb PAN
line m =
lb PAN
n. lines i+2+3+4+5+6= 191.0 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
(Iblacre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
6A , 7
wheat
12.00
156.00
1872.0
Sept -April
4A
wheat
0.66
156.00
103.0
Sept -April
413
wheat
2.89
156.00
450.8
Sept -April
'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) = 2425.8 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 191.0 lb. PAN
PoA (30 Day) 2/21/00

11/22/2006 WED 14:43 FAX [phone] WRLNM1 — DWQ Wilmington,
"
0 010/011
x. Crop's remaining PAN balance (line v from section Ill) = 2425.8 lb. PAN
y. Overall PAN balance (w - x) _ -2235 lb. PAN
Line y must show as a deficit. If line y does not snow 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 dew 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.
NARKATIVE.
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2/21/00

Type of Visit 7Routine
pliance Inspection O Operation Review O Structure Evaluation O Technical Assistance
ReasonforVisit O Complaint O Follow up O Referral O Emergency O Other ❑ Denied Access
Date of Visit: i $ o Arrival Time: 1 16:3 Departure Time: County: Region:
Farm Name: Owner Email:
Owner Name:
Mailing Address:
Physical Address:
Facility Contact:
Onsite Representative: ISPA�
Certified Operator:
Back-up Operator:
Location of Farm:
Swine
Title:
Phone:
Phone No:
Integrator:
Operator Certification Number:
Back-up Certification Number:
Latitude: 0 0 ' = Longitude: = n = i
Design Current Design Current
Capacity Population Wet Poultry Capacity Population
❑ Layer
❑ Non-Layet
❑ Wean to Finish
❑ Wean to Feeder
® Feeder to Finish
(p
`2a6M
❑ Farrow to Wean
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts
❑ Boars
Other
❑ Other
Dry Poultry
❑ Layers
❑ Non -Layers
❑ Pullets
❑ Turkeys
❑ urkey Poults
❑ Other
Discharges & Stream Impacts
1. Is any discharge observed from any part of the operation?
Discharge originated at: ❑ Structure ❑ Application Field ❑ Other
a. Was the conveyance man-made?
Design Current
Cattle Capacity Population
❑ Dairy Cow
❑ Dairy Calf
❑ Dairy Heifer
❑ Dry Cow
❑ Non -Dairy
❑ Beef Stocker
❑ Beef Feeder
❑ Beef Brood Cowl
Number of Structures:
b. Did the discharge reach waters of the State? (If yes, notify DWQ)
c. What is the estimated volume that reached waters of the State (gallons)?
d. Does discharge bypass the waste management system? (If yes, notify DWQ)
2. Is there evidence of a past discharge from any part of the operation?
3_ Were there any adverse impacts or potential adverse impacts to the Waters of the State
other than from a discharge?
❑ Yes No ❑ NA ❑ NE
❑ Yes
❑ No
❑ NA
❑ NE
❑ Yes
❑ No
❑ NA
❑ NE
❑ NA
❑ NE
❑ Yes
❑ No
❑Yes
12No
[-I NA
El NE
El Yes
L3 o
❑ NA
❑ NE
12128104 Continued

Facility Number: j — 63 Date of Inspection I o
f
Waste Collection & Treatment
4. Is storage capacity (structural plus storm storage plus heavy rainfall) less than adequate?
❑ Yes LZI No
❑ NA
❑ NE
a. If yes. is waste level into the structural freeboard?
❑ Yes ❑ No
❑ NA
❑ NE
Structure 1 Structure 2 Structure 3 Structure 4
Structure 5
Structure 6
Identifier: u a
Spillway?:
Designed Freeboard (in): r 7
Observed Freeboard (in): 1/8 _)9
5. Are there any immediate threats to the integrity of any of the structures observed?
❑ Yes dNo
❑ NA
❑ NE
(ie/ large trees, severe erosion, seepage, etc.)
6. Are there structures on -site which are not properly addressed and/or managed
❑ Yes [ No
❑ NA
❑ NE
through a waste management or closure plan?
If any of questions 4-6 were answered yes, and the situation poses an immediate public health or environmental threat, notify DWQ
7. Do any of the structures need maintenance or improvement? ❑ Yes EYN' o ❑ NA ❑ NE
8. Do any of the stuctures lack adequate markers as required by the permit? ❑ Yes dNo ❑ NA ❑ NE
(Not applicable to roofed pits, dry stacks and/or wet stacks)
9. Does any part of the waste management system other than the waste structures require ❑ Yes V No ❑ NA ❑ NE
maintenance or improvement?
Waste Application
10. Are there any required buffers, setbacks, or compliance alternatives that need ❑ Yes 6 No ❑ NA ❑ NE
maintenance/improvement?
11. Is there evidence of incorrect application? if yes, check the appropriate box below. ❑ Yes E(No ❑ NA ❑ NE
❑ Excessive Ponding ❑ Hydraulic Overload ❑ Frozen Ground ❑ Heavy Metals (Cu, Zn, etc.)
❑ PAN ❑ PAN > 10% or 10 Ibs ❑ Total Phosphorus ❑ Failure to Incorporate Manure/Sludge into Bare Soil
❑ Outside of Acceptable Crop Window El Evidence of Wind Dri#i El Application Outside of Area
12. Crop type(s) t�tniS
13. Soil type(s) G o R
14. Do the receiving crops differ from those designated in the CAWMP?
❑ Yes
FJ� NNo El NA
El NE
15. Does the receiving crop and/or land application site need improvement?
❑ Yes
l' No ❑ NA
❑ NE
16. Did the facility fail to secure and/or operate per the irrigation design or wettable acre determination?
❑ Yes
[2< ElNA
ElNE
17. Does the facility lack adequate acreage for land application?
ElYes
❑ NA
El NE
I& Is there a lack of properly operating waste application equipment?
El Yes
7No❑ NA
❑ NE
ntnents 1(refer to question #} Explain any YES=answE
,;,0,) uPbg —1t b[4W-o/,/iuES.1GN Fe, qi- � ,
Reviewer/Inspector Name 1.4F U Phone %0 -7( — Z
Reviewer/Inspector Signature: Date: I a -s-
12128104 Continued

Facility Number: --j Date of Inspection
Required Records & Documents
19. Did the facility fail to have Certificate of Coverage & Permit readily available?
20. Does the facility fail to have all components of the CAP readily available? If yes, check
the appropirate box.
❑ WUP ❑ Checklists Design ❑ Maps ❑ Other
21. Does record keeping need improvement? If yes, check the appropriate box below. ❑ Yes LI No ❑ NA ❑ NE
❑ Waste Application ❑ Weekly Freeboard ❑ Waste Analysis ❑ Soil Analysis ❑ Waste Transfers ❑ Annual Certification
❑ Rainfall ❑ Stocking ❑ Crop Yield ❑ 120 Minute Inspections ❑ Monthly and V Rain Inspections
, /E] Weather Code
22. Did the facility fail to install and maintain a rain gauge? ElYes ,L'3 NNo El NA El NE
23. If selected, did the facility fail to install and maintain rainbreakers on irrigation equipment? El Yes I' No ❑ NA ❑ NE
❑ Ye Id No ❑ NA ❑ NE
Yes ❑ No ❑ NA ❑ NE
24. Did the facility fail to calibrate waste application equipment as required by the permit? ❑ Yes B No ❑ NA ❑ NE
25. Did the facility fail to conduct a sludge survey as required by the permit? ❑ Yes IJ No ❑ NA ❑ NE
26. Did the facility fail to have an actively certified operator in charge? ❑ Yes L] No ❑ NA ❑ NE
27. Did the facility fail to secure a phosphorus loss assessment (PLAT) certification? ❑ Yes L.}-No ❑ NA - ❑ NE
Other Issues
28. Were any additional problems noted which cause non-compliance of the permit or CAWMP?
29. Did the facility fail to properly dispose of dead animals within 24 hours and/or document
and report the mortality rates that were higher than normal?
30. At the time of the inspection did the facility pose an odor or air quality concern?
If yes, contact a regional Air Quality representative immediately
31. Did the facility fait to notify the regional office of emergency situations as required by
General Permit? (ie/ discharge, freeboard problems, over application)
32. Did Reviewer/Inspector fail to discuss review/inspection with an on -site representative?
33. Does facility require a follow-up visit by same agency?
❑ Yes Eo ❑ NA ❑ NE
❑ Yes 2No ❑ NA ❑ NE
❑ Yes
Ko
❑ NA
❑ NE
❑ Yes
fJ No
❑ NA
❑ NE
❑ Yes
E! No
❑ NA
❑ NE
❑ Yes
No
❑ NA
❑ NE
12129104

.
CAWMP AMENDMENT
Hwy 41 Farm
7/6/06
This amendment is intended to extend the pumping window on corn. Nitrogen is
accumulated within the plant up to physiological maturity. The R2 growth stage (blister)
is critical because Nitrogen accumulated in vegetative plant parts begin to move into
reproductive plant parts and kernels are beginning dry matter accumulation. Nitrogen
should be applied to this growth stage to maximize the utilization of Nitrogen by the
plant. Upon a field visit on July 6, 2006, the corn was determined to be in the R1
(silking) growth stage. Knowing that the R2 growth stage occurs approximately 10-14
days after R 1, the pumping window should be extended to July,20, 2006.
A'71,6
AWte M er Dat
7/
Certified Crop Adviser Da e

Michael F. Easley, Governor
co 7
Linda B. Wells
Jimmy & Linda Wells Farm #1&2
7163 S. NC 41
Wallace NC 28466
Dear Linda B. Wells:
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
April 9, 2003
Subject: Certificate of Coverage No. NCA231363
Jimmy & Linda Wells Faun #1 &2
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
On March 14, 2003, the North Carolina Division of Water Quality (Division) issued an NPDES General
Permit for swine facilities. -The General.Permit was issued to enable swine facilities in North Carolina to
obtain coverage under a single permit that addresses both State and Federal requirements.
In accordance with your application received on January 10, 2003, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Linda B. Wells, authorizing the operation of the subject animal
waste collection, treatment, storage and land application system in accordance with NPDES General
Permit NCA200000. The issuance of ,this COC supercedes and terminates your COC Number
AWS310363 to operate under State Non -Discharge Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the Jimmy & Linda Wells Farm #1&2, located in DupIinCounty, with an animal
capacity of no greater than an annual average of 3648 Feeder to Finish swine 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
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 July 1, 2007. 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 trust 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 General Permit. Since this is a new joint State and
Federal general permit it contains many new requirements in addition to most of the conditions contained
in the current State general permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitoring -conditions -in this _permit. The Devices to Automatically Stop Irrigation Events Form
must be returned to the Division of Water Quality no later than 120 days following receipt of the
Certificate of Coverage. The Animal Facility Annual Certification Form must be completed and returned
to the Division of Water Quality by no later than March 1st of each ,year.
�r
M
Non -Discharge Permitting Unit Internet http:Hh2o.enr.state.nc.us/ndpu
1617 Mail Service Center, Raleigh, NC 27699-1617 Telephone [phone] Fax [phone]M
Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled/100,6 post -consumer paper

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 2H .0225(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 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, the Clean Water Act and 40 CFR 122.41 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 NPDES 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
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Sue Homewood at [phone] ext. 502.
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District
Permit File NCA231363
Permit File AWS310363
NDPU Files

FARM: Jimmy Wells
LOCATION: NC 41 South;
Wallace, NC
TELEPHONE: [phone]
TYPE OPERATION: Feeder - Finish
NUMBER OF ANIMALS: 3648
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where the waste is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be balanced for realistic
yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to
be grown and the nutrient content of the waste. Do not apply more nitrogen than the
crop can utilize. Soil types are important as they have different infiltration rates,
leaching potentials, cation exchange capacities, and available water holding capacities.
Normally waste shall not be applied to land eroding at greater than 5 tons per acre per
year. With special precautions, waste may be applied to land eroding at up to 10 tons
per acre per year. Do not apply waste on saturated soils, when it is raining, or when
the surface is frozen. Either of these conditions may result ion runoff to surface waters
which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of
nutrients for crop production and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied to bare ground -not more than 30 days prior to
planting. Injecting the waste or disking will conserve nutrients and reduce odor
problems.
The estimated acres needed to apply the animal waste is based on typical nutrient
content for this type of facility. Acreage requirements should be based on the waste
analysis report from your waste management facility. Attached you will find information
on proper sampling techniques, preparation, and transfer of waste samples to the lab
for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with
15A NCAC 2H.0217 adopted by the Environmental Management Commission.
Page 1

Amount of Waste -Produced Per Year Wallons._ft_ tons. etc.)
3648 animals X 12 (tons) wastelanimallyear = 6,931.2 (amt.) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
3648 animals X 2,3 lbs. PAN/animal/year = 8,390.4 lbs. PAN/year. (PAN from N.C. Tech.
Guide Std. 633)
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
T1096
3
GoA
Soybeans
126
6.02
759
May - August
T1096
3
GoA
Wheat
144
6.02
867
Sept. - April
T1096
4A
GoA
Soybeans
126
0.66
83
May - August
T1096
4A
GoA
Wheat
144
0.66
95
Sept. - April
T1096
4B
GoA
Fescue(G)
185
2.89
535
F-June;S-Nov.
T1096
5
GoA
Soybeans
126
8.13
1024
May - August
T1096
5
GoA
Wheat
144
8.13
1171
Sept. -April
T1096
6A+7
GoA
Fescue(G)
185
12.00
2220
F-June;S-Nov.
T1096
6B
GoA
Soybeans
126
8.62
1086
May - August
T1096
6B
GoA
Wheat
144
8.62
1241
Sept. -April
Total 1 38.721 9,081.00
*This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N must be based on realistic yield
expectation_
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
Page 2

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1
38.72
9,081.00
Table 2
Total
38.72
9,081.00
Amount of N Produced
8,390.40
Surplus or Deficit
690.60
NOTE: The Waste Utilization Plan must contain provisions for periodic land
application of sludge at agronomic rates.. The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrient or other
elements.
Page 3

n yu`}ti5
-/�, � .
oi»r.:•ss.$.xw.�: ''n:�.x� f.�.vw,r.•r.�wc•.::rrr:.aawnsvnr3r:•:ao-m, hvma:oris;;•m..:.. •t�3ia.<:ht;;r:�r#r
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (In/Hr) Amount (In.)
All
GoA
Fescue
0.5
0.75
Row Crops
0.4
0.75
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION,
HOWEVER A SIMILAR TABLE WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary
storage must be removed on the average of once every 6 Months. In no
instance should the volume of waste being stored in your structure exceed
Elevation 'see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil
Conservation Service) or Soil and Water Conservation District office after you
receive the waste analysis report for assistance in determining the amount per
acre to apply and the proper application rate prior to applying the waste.
Narrative of operation:
Acres shown are 'irrigated' acres.
Field 7 reduced by .4 acres to account for fescue being planted in part of pull 7A.
Page 4

+.;m�.y�.•e:Jva:;,ti�m7�:�:e ;�:�-'yhtiuy.:.'roy:,•5g. recm•^::'�yrrwn'<w. �r^r:...vSsx•.ncC- .'a<escaoesoac�aw. k<;:- .. Ka<ay<wn;atxoo:<rux .x<a,. kc - -t::'.-'.x?.c<;ee
x?a Via.. .kvw..`.:,,b 3 4 •";� ...y.r x�v .Ll, : n'.A mbw.£.r @c";';;:5'"¢,�✓m
rv`v.J.�.\`.�t..:2.v?b...w. r .�.. .. :'.<.,:•.z. ::.:A'4i�v:u �..;,..::.. .v.•. '
�<....K:��w:•Y'•.,=zr> �r•�v:; iuxyz�-.;�rrgc:�.�iic ; ' ti _ - .£ si:' �.i��. :F;x;,M...;�ra:?:i< �£:°.-> ��
:
:n
A: ' M -' '2.w::vA+ ..`. .."wawtc:Gr�.2Y.[.uu,.aa`�.S:;uxti:ic: ...fix .. .::.•:. ... � .. '. t'�i' �.23b`a�,,.;:..w`�:,• :.,.v::2at. ,....�w':ei�;RfiS,.,r�v+
REQUIRED SPECIFICATIONS
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 which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or
has and agreement for use of adequate land on which to properly dispose of waste,
he/she shall provide a copy 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 facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based on soil type, available moisture, historical data, climatic
conditions, and level of management, unless there are regulations that restrict the
rate of application 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 that is eroding at 5 or more tons, but less than 10
tons per acre per year providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application.
Waste should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When 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 or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
Pages

REQUIRED SPECIFICATIONS
(continued)
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 Waste nutrients 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 wither 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 from any perennial stream or river (other than an
irrigation ditch or canal. Animal waste other than swine waste from facilities sited
on or after October 1, 1995), shall not be applied closer than 25 feet to perennial
waters. (See Standard 393 - Filter Strips).
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 no 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 wetlands provided they have been approved as a land application site by
prior converted wetlands provided they 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.
17 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.
Page 6

18 Waste hackling 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.
19 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 is should only be applied perplant with no further applications
of animal waste during the crop season.
20 Highly visible markers shalt 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 markers. A marker will be
required to mark the maximum storage volume for waste storage ponds.
21 Waste shall be tested within 69 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 element. 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 for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry waste application records
shall be maintained for three (3) years. Waste application records for all other
waste shall be maintained for five (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina
regulations.
Page 7

'ri;¢f�:.;isrsv.;ic.:nwAwro;ic..v'b'kx5b°v'.ti.iS'.."o'v'v'.:Es}:. ;y: iiti:.:ew.+'r..po-:::�.:.E: ;::'}°o{ww�tia4.oar:�s.:'�:S'-:c�<�:•c^.n�my...u:'<;7:dr`:;R.?;�7 :�� -->Yr':..:ar.<o:,xc �oh`���.
.. }.:}}ti:r.•. :.ih;.':� :Gtit�E,'.tt \�� :fie v.. '
:u:.:8;i`iti3 x;•: �sab., '�:Snk�v... .,::L"•:�:: :z �t &�� utoRti"tw`::52... as�,�°�"•`.,..\.ti.:}��e'.e. �s
�'^::,+x:::zx:?,;� z":: t:::k.;}. ... x.:.`,...i.,..... a..^ � : ..��.. `>.'z: •,G}.a .... c} :, .kz..i,�i>>. ;.v:>:•: ,t
a,.v::w::.,,N.::.:»-.,,-.. v1•.:.v..;nSv::csc:;-:tai,Ali;..,;,Yw':,;5::,.�.,..a,,....,t;�, . ,: �.:�:�b-,,;�..,k..,`.n , 'C.: , w u ti::;:�:�w:..'�<kw,•
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: Jimmy Wells Farm
Owner / Manager Agreement
I (we) understand and will follow and implement the specifications and the operation
and maintenance procedures established in the approved animal waste utilization plan
for the farm named above. 1 (we) know that any expansion to the existing design
capacity of the waste treatment and storage system or construction of new facilities will
require a new certification to be submitted to the Division of Environment Management
(DEM) before the new animals are stocked. I (we) also understand that there must be
no discharge of animal waste from this system to surface waters of the state from a
storm event less severe than the 25-year, 24-Hour storm. The approved plan will be
filed on -site at the farm office and at the office of the local Soil and Water Conservation
District and will be available for review by DEM upon request.
Name of Facility Owner: Linda Wells
(please print)
Signature: Date
Name of Manaaer (If different from owner):
Signature:
�-4-oz)
Name of Technical Specialist: (please print). Kraig Westerbeek
Affiliation: Murphy Family Farms
Address (Agency): PO Box 759 Rose Hill NC
Signature: Date:
Page 8

Animal Waste Storage Pond, and Lacroon Closure Report Form
(Please cope to print all information iliac does not require a signaturel
General Information:
`lame of F
Owner(s) Name:
4-
31 •53�
acilit}' No:
ivlailin - Address: 11L 3 r.s �J� !� .het �] � ,j C a 4 i'i b (p _ Phone No:091M aI'S LD
Count:
Operation -Description frernainins animals only):
Please check this box if there will be no animals on this f.vm after lagoon closure. If there will still be animals on the site
after lagoon closure. please provide the following information on the animals that wiM remain.
Ot)eration Descrintion:
Type of Swine No. of.Animals Type of Poulrr%:
J W n to Feeder 0 Layer
ceder to Finish J` 4 D Pullets
:I Farrow to Wean
71 Farrow to Feder
No. of Anintals
Type of Cattle No. -of Animals
=t Dairy
:1 Beef
•J Farrow to Finish Omer T'pe of Livestock: ,Vtonber of Animals:
Will the farm maintain a number of animals areater than the ?H .0217 threshold'? Yes
Will other lagoons be in operation at this farm after this one closes? Yes (2- -N- o G
How manv lagoons are left in use on this farm`': a
(Name) DdG of the Water Quality Section's staff in the Division.
of Water Quality's W; d I=L Regional Office (see map on back)
was contacted on 3tj 1 re) for notification of the pending closure of this pond or lagoon.
This notification was at least 14 hours prior to the start of closure which began on !a Sac (dares).
of' sl..dgE pp��r4r. a. a.%, r+u„—sk—s .-vi- 6-c� v,sed - •.re . AIC S3*"ee s hYl9 *.-
I verify that the above tnlormation is correct and complete. I have followed a closure pan which meets
all NRCS specifications and criteria. I realize that i will be subject to enforcement action per Article 21
of the North Carolina General Statutes if I fail to properly close out the lagoon_
Marne of Lan owner (Plc Print)• �.rn� L t
e: Signatur_• _ _ Date:
The faciiity has followed a closure plan which meets all requirements set forth in the MRCS Technical
Guide Standard 993. The following items were completed by the owner and verified by me: all waste
liquids and sludges have been removed and land applied at agronornic rate. ail input pipes have been
removed, all slopes have been stabilized as necessary, and vegetation established on all disturbed areas.
Name of Technical
Aftiliation:N...-F
Address
Signatut
Print):
gone No.: 4? a 'a )
ate:
ithin 15 4s following completion of animal water storage pond or lagoon closure to:
N. C. Division Of Water Quality- Water Quality Section
Compliance Group
P.O. Box 29535
Raleigh. NC 27626-0-935
PLC - I Nlay <. 1996
M00202130170

FARM NAME:—
# OF ANIMALS
FINISHER
NURSERY
SOWS
J. Wells #2
2448
0
0
STORAGE VOL
TREATMENT =
STORM =
TEMPORARY =
TOTAL USEABLE VOL =
DATE:
DONE BY:
07/13/96
WGS
REQUIRED
330480
ACTUAL
330480
%OF
REQUIRED
100.00%
DEPTH
7.58
41596
41596
100.00%
0.69
119528
76804
64.26%1
1.35
491604
448879
91.31 %
9.62
DAYS OF TEMPORARY STORAGE
DEPTH OF SLUDGE:
116
1.0
NOTE: THE ACTUAL VOLUMES DISPLAYED ON THIS SHEET ARE CALCULATED
USING THE AREAS OF THE CONTOURS CREATED ON ONE FOOT INTERVALS.
THE TOTAL VOLUME CALCULATED USING DCA = 448848

' - �'i•'{.i.'......_ : �' ,ail!- ��. ," i .�„ ,..'' yr,?r • �•
, %� � }; �,� "`�� K '�t�''��'_ • ;,:`',' ;' Via•'. ;{;,�•-' '�� a�-i.
Sri
' wpm
a4 �'
�'� _ �if ---t p '• ' a v
of 5 i ' r - ~ �iJ I . _ ' ' � � 1'ti ..+rh- �►:
VIM
ud�1i,�•�'A� f r�• .7 i � �`, i t. 4 '"'•. , t � � x }')��`�t. ��• w ryr} q`A . �+� 7S�' '•��
lv� F.+' :.ti) ♦_, �/, •�� j a' "a;i P ( lw►lij ' Al`." r -r•- ril ,,, '`..
!Q;;J.z ' l'00orr
q y_ 4'C•.' *4' �. �a1ti fir`06
210
U
.,71 : �►! •�'' .... /, ti. : 1 a
CPA10.
J ,
tic
,r — � ry' :Cw., �t �'"'+ a .�,h I F1S•. •ern .7��az
,t : .? ,>♦a"� ���. , t
1. �f -' !''' ` !yw�j 'a� ". 4�'•� S
./ .J� .Lf:. ,1 lI `�•rl: 1,7�y,?1�,,}y •S. �Vi�i
. i+�r f Y ., •�s�r - � � it •�, � 5Y. ���777 Y .`

' V -un �V t
IRRIGATION DESIGN.
ana
= ALTON. JAMES WELLS'
"" "A*-ff SCALE: 1 " = 200'
un Lm /
3
= LEGEND _ —I '
v
O PUMP LOCATION 2
[ � ti 4L� No Ot 3N0 � _� , yJ�. _�j.
I v o HYDRANT LOCATION `� � z N o4 �e
o—� a" PVC MAIN LINE .01t oe [
BUFFER r o /
THRUST BLOCEING _ s , LAGoON 1
_111 `,��•��H wjkss�ll letter
CARp�'�,>� . `• 1- ;\ it ' ` f
Ii a
�/� els�
Gl1L
12273 r
•••:vG1•N••.•••���.` 1 n YD o
'i?t:a;5asso�e�° y :�
LAGOON 2 Q---------
9! 3NG•; j
NOTES: Dirt-
1) THRUST' BLOCKING SHALL BE PROVIDED AT ALL BEI+M TEES. DEAD i �`\_ \�
ENDS AND OTHER SPECIAL FITTINGS WHICH REQUIRE RESTRAINING. r
2) MAINLINE PIPE SHALL BE 4' PVC PR 200 (SDR 21) AND SHALL. BE BURIED
TO HAVE AT LEAST ] FEET OF COVER.
Prepared by: �,Mazk A. Pope
Certified by: M. Floyd Adams P.E.
i Date: October 1, 1997

PRODUCER: Hwy 41 - Advantage Farms,LLC
LOCATION: NC 41 South, Wallace, NC
TELEPHONE: [phone]
TYPE OPERATION: Feeder - Finish
NUMBER OF ANIMALS: 3648
(Design Capacity)
RECEIVED I DENR I DWQ
AQUIRR-PROT' TK N SECTION
DEC 2 7 2006
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

Amount of Waste Produced Per Year(gallons, ft tons etc.
3,648 animals X 1.9 (tons) wastelanimallyear
Amount of Plant Available Nitrogen (PAN) Produced Per Year
3,648 animals X 223 lbs. PANlanimal/year =
Guide Std. 633)
6,931 (tons) waste/year.
8,390 lbs. PANlyear. (PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
Applicationype Per Acre Utilized
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N_must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
* See footnote for Table 1.
Totals from above Tables
Acres
Lbs. N
Utilized
Table 1
38.32
8,173
Table 2
19.86
5,332
Total
58.18
13,505
Amount of N Produced
8,390
Surplus or Deficit
5,114)
NOTE. The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

See attached map showing the Felds to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (INHr) Amount (In.)
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation "see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation: This plan contains a 2003 amendment until the grower begins the first
vear of a two vear rotation of row crops. That amendment balances the NUP with a deficit of
456.55 lbs. Beginning in the Spring of 2004, grower will start with the crop rotation of Year "Y".
Included as part of the NUP is the use of "Aerwa " as an irrigation source.
Residual N has been accounted for in the corn rate.
Page 4

REQUIRED SPECIFICATIONS
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 which 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 waste, he/she shall provide a copy 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 facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application 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 that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When 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.)
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 or flies.
S Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

REQUIRED SPECIFICATIONS
(continued)
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 Waste nutrients 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 faun shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
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
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they 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.
Page 6

REQUIRED SPECIFICATIONS
(continued)
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 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
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
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.
Page 7

WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:
Owner / Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. 1 (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be fled on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: �kuoAq,,,e L lC_
(please print)
Signature: Date:
Name of Manager (If different from owner):
Signature: Date:
Name of Technical Specialist: (pteaseprint) Toni W. King
Affiliation: Murphy - Brown
Address (Agency)
P.O. Box 856
Warsaw, NC 28398
Signature: Date:
Page 8

ANIMAL WASTE UTILIZATION AGREEMENT
(Needed only if additional land has to be leased, etc.)
I, , hereby give
permission to apply animal waste from his Waste Utilization System on
of my land for the duration of time shown below.
acres
I understand that this waste contains nitrogen, phosphorous, potassium, and other
trace elements and when properly applied should not harm my land or crops. I also
understand that the use of waste will reduce my needed for commercial fertilizer.
Adjacent Landowner:
Waste Producer:
Technical Representative:
SWCD Representative:
Date:
Date:
Date:
Date:
Term of Agreement: , 19 to , 20
(Minimum of Ten Years on Cost Shared Items)
(See Required Specification No. 2)
Page 9

Tract Field Soil
# No. Type
YEAR "X"
Table 1: ACRES OWNED BY PRODUCER
Crop Lbs. N Acres Lbs. N Month of
Per Acre* Utilized Application
T1096
3
GoA
Corn
147
6.02
884.94
March - July
T1096
3
GoA
Wheat
156
6.02
939.12
Se t - April
T1096
5
GoA
Corn
147
8.13
1,195.11
March - Jul
T1096
5
GoA
Wheat
156
8.13
1,268.28
Sept - April
T1096
6B
GoA
Corn
147
8.62
1,267.14
March - July
T1096
6B
GoA
Wheat
1561
8.62
1,344.72
Sept - April
T1096
4A
GoA
Soybeans
1521
0.66
100.32
June - Sept
T1096
4B
GoA
Soybeans
1521
2.89
439.28
June - Sept
T1096
6A&7
GoA
Soybeans
152
12.00
1,824.00
June - Sept
38.32
9,262.91
YEAR "Y"
-
T1096
3
GoA
152
6.02
915.04
June - Sept
T1096
5
-Soybeans
GoA
Soybeans
152
8.13
1,235.76
June - Sept
T1096
6B
GoA
Soybeans
1521
8.62
1,310.24
June - Sept
T1096
4A
GoA
Corn
147
0.66
97.02
March - Jul
T1096
4A
GoA
Wheat
156
0.66
102.96
Sept - April
T1096
4B
GoA
Corn
147
2.89
424.83
March - Jul
T1096
4B
GoA
Wheat
156
2.89
450.84
Sept - April
T1096
6A&7
GoA
Corn
147
12.00
1,764.00
March - Jul
T1096
6A&7
GoA
Wheat
156
12.00
1,872.00
Se t - April
38.32
8,172.69
TOTAL
Page 10

Aerway
The following table is to be used when irrigation is done with the "Aerway" irrigation system. The
acreage used is the total field acreage, as this system wets the entire field.
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvpe Per Acre Utilized Application
T1096
3
GoA
Corn
147
0.98
144.06
T1096
3
GoA
Wheat
156
0.98
152.88
T1096
5
GoA
Corn
147
3.17
465.99
T1096
5
GoA
Wheat
156
3.17
494.52
T1096
66
GoA
Corn
147
0.39
57.33
T1096
68
GoA
Wheat
156
0.39
60.84
T1096
4A
GoA
Soybeans
152
4.32
656.64
T1096
413
GoA
So beans
1521
2.32
352.64
T1096
6A&7
GoA
Soybeans
152
8.68
1319.36
19.86
3704.26
T1096
3
GoA
Soybeans
152
0.98
148.96
T1096
5
GoA
Soybeans
152
3.17
481.84
T1096
6B
GoA
Soybeans
152
0.39
59.28
Ti096
4A
GoA
Corn
147
4.32
635.04
T1096
4A
GoA
Wheat
156
4.32
673.92
T1096
4B
GoA
Corn
147
2.32
341.04
T1096
4B
GoA
Wheat
156
2.32
361.92
T1096
6A&7
GoA
Corn
147
8.68
1275.96
T1096
6A&7
GoA
Wheat
156
8.68
1354.08
19.86
5332.04
Total
'This N is from animal waste only. if nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield 2Uectation.
NOTE. The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
ri
&Smmide ���
n
Technical Specialist
Date
Date
Page 11

Sb3
ANIMAL FACILITY ANNU:AI: CERTIFICATION FARM
Certificate of Coverage or Permit Number /1/C 3 3613 County _641e&l Year 2003
Facility Name (as shown on Certificate of Coverage or Permit)'Y1a.. '
Operator in Charge for this Facility Jo4, dl,, le a���� Certification
Land application of animal waste as allowed by the above permit occurred during the past calendar year
✓ YES NO. If NO, skip Part I and Part II and 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.
PartI : Facifi Information:
.1. Total number of application Field/or Pulls ❑ (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWIvIP): Total Useable Acres approved in the CAWMP
2. Total number of Fields, or Pulls ❑ (please check the appropriate box) on which land application
occurred during the year: _ z Total Acres on which waste was applied S /
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
3 6Z-77
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWNW and
the permit: _ a Zo
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year 0 tons ❑ or gallons ❑ (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
253o, 5 F _ w, �
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest 3 i 2$
Smallest - 111? D
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average ntrrnbers)
8. Facility's Integrator if applicable: ? ''^"'t-�pV
Part II: FaciHty Status_
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
1. Only animal waste generated at this facility was applied to the permitted sites during Yes ❑ No
the past calendar year.
AFACF 3-14-03
Bf-cej\jF,D

2. The facility was operated in such a way that there was no direct runoff of waste from
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
3. There was no discharge of waste to surface water from this facility during the past
calendar year.,
A. There was no freeboard violation in any lagoons or stor ge o ds at this facility during
the past calendar year. 4' „pl' J-� fi S, f
o co t�� . act yi v� vltir--J
5. There was no PAN application to any fields or crops at this facility greater than the
levels specified in this facility's. CAWMP during the past calendar year.
ZYes ❑ No
ZY es ❑ No
❑ Yes ONo
I!ryes ❑ No
6. All land apOicatio equipment was calibrated at least once during the past calendar year. ❑ Yes
it,_.// F_ CO,Pl,Jzj 6,-+,.'1 29l, )"y-
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon ,Z Yes
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 Annijal Sludge Survey Farm for this facility is attached to this Certification.
o to) 17 z a,, H
9. Annual soils analysis wereTerformed on eacl field receiving animal waste during the
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year?
11. All required monitoring and reporting was performed in accordance with the facility's
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during
the past calendar year or, in the case of a deviatio , prior authorization was received
from the Division of Water Quality.
13. Crops as specified in the CAWMP were maintained during the past calendar year on all
sites receiving 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 CAWMP for this facility were
maintained during each application of animal waste during the past calendar year.
❑ Yes
, Yes
,"No
❑ No
Z No
❑ No
dYes ❑ No
Yes ❑ No
❑ Yes Z(No
/(es ❑ No
Yes ❑ No
" 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 knowing violations."
t�V�cvt� �� �� ✓� 5 t- L L
or
,.I ,0 , 0 w
F11
;natwpor operator in t;n,
different from Pernuttee)
I-z7-OV
Date
Date :.
AFACF :3-14-03
N

`A
Facility
Waste Management Plan Changes
31-3c3
4'qrz �1G
This farms Waste Management Plan has made the following changes:
❑ Crop changes
❑ Wetted Acres
DI -Increased Acreage
❑ Decreased Acreage
❑ Changed Irrigation Design
❑ Change in Farm type
❑ Plan based on 3 Years On Farm Records
❑ Other
Comments:
JS 1�o I C) t
Date

t
ti
31 -363
PRODUCER: Hwy 41 - Advantage Farms,LLC
LOCATION: NC 41 South, Wallace, NC
TELEPHONE: [phone]
TYPE OPERATION: Feeder - Finish
NUMBER OF ANIMALS: 3648
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle. Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

Amount of Waste Produced Per Year (gallons, ft, tons, etc.)
3,648 animals X 1_9 (tons) waste/animal/year =
Amount of Plant Available Nitrogen (PAN) Produced Per Year
3,648 animals X 2_3 lbs. PAN/animal/year =
Guide Std. 633)
6,931 (tons) waste/year.
8,390 lbs. PAN/year. (PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tyue Per Acre Utilized Annllcation
Total 1 0.001 - I
'This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastem counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
�. Itilized..
See footnote for Table 1.
Totals from above Tables
Acres
Lbs. N
Utilized
Table 1
38.32
7,685
Table 2
19.86
5,424
Total
58.18
13,109
Amount of N Produced
8,390
Surplus or Deficit
4,719
NOTE., The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

See attached map showing the gelds to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (IniHr) Amount (In.)
-- I
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation *see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation: This plan contains a 2003 amendment until the grower begins the first
year of a two year rotation of row crow That amendment balances the NUP with a deficit of _ �
456.55 lbs. Beginning in the Spring of 2004, grower will start with the crop rotation of Year "Y".
Included as part of the NUP is the use of "Aerway" as an irrigation source.
Page 4

REQUIRED SPECIFICATIONS
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 which 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 waste, he/she shall provide a copy 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 facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application 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 that is eroding at 5 or more tons, but less than 40 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When 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 or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

REQUIRED SPECIFICATIONS
(continued)
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 Waste nutrients 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 from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
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
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they 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.
Page 6

REQUIRED SPECIFICATIONS
(continued)
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.
1s 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 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
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for fire (5) years.
23
Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 7

WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:
Owner/ Manager Agreement
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: f'tDf V h ACow (-
(Please print)
4& //
Signature: Date:
Name of Manager (If different from owner):
Signature
Name of Technical Specialist: (Pleaseprint)
Affiliation: Murphy - Brown
Address (Agency):
P.O. Box 856
Warsaw, NC 28398
Toni W. King
Signature: Date:
Page 8

Tract Field Soil
# No. Type
YEAR "X"
Table 9: ACRES OWNED BY PRODUCER
Crop Lbs. N Acres Lbs. N Month of
Per Acre* Utilized Application
T1096
3
GOA
Corn
162.5
6.02
978.25
March - Jul
T1096
3
GoA
Wheat
156
6.02
939.12
Sept - April
T1096
5
GoA
Corn
162.5
8.13
1,321,13
March - Jul
T1096
5 i
GoA
Wheat
156
8.13
1,268.28
Sept - April
T1096
6B
GoA
Corn
162.5
8.62
1,400.75
March - Jul
T1096
6B
GoA
Wheat
156
8.62
1,344.72
Sept - April
T1096
4A
GoA
Soybeans
120
0.66
79.20
June - Sept
T1096
4B
GoA
Soybeans
120
2.89
346.80
June - Sept
T1096
6A&7
GoA
Soybeans
120
12.00
1,440.00
June - Sept
38.32
9,118.25
YEAR "Y"
-
T1096
3
GoA
Soybeans
120
6.02
722.40
June - Sept
T1096
5
GoA
Soybeans
120
8.13
975.60
June - Sept
T1096
6B
GoA
Soybeans
120
8.62
1,034.40
June - Sept
T1096
4A
GoA
Corn
162.5
0.66
107.25
March - Jul
T1096
4A
GoA
Wheat
156
0.66
102.96
Sept - Apfil
T1096
4B
GoA
Corn
162.5
2.89
469.63
March - Jul
T1096
4B
GoA
Wheat
156
2.89
450.84
Sept - April
T1096
6A&7
GoA
Corn
162.5
12.00
1,950.00
March - Jul
T1096
6A&7
GoA
Wheat
156
12.00
1,872,00
Sept - April
38.32
7,685.08
TOTAL
Page 10

Aerway
The following table is to be used when irrigation is done with the "Aerway" irrigation system. The
acreage used is the total field acreage, as this system wets the entire field.
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
T1096
3
GoA
Corn
162.5
0.98
159.25
T1096
3
GoA
Wheat
156
0.98
152.88
T1096
5
GoA
Corn
162.5
3.17
515.125
T1096
5
GoA
Wheat
156
3.17
494.52
T1096
66
GoA
Corn
162.5
0.39
63.375
T1096
66
GoA
Wheat
156
0.39
60.84
T1096
4A
GoA
Soybeans
120
4.32
518.4
T1096
46
GoA
Soybeans
120
2.32
278.4
T1096
6A&7
GoA
Soybeans
120
8.68
1041.6
19.86
3284.39
T1096
3
GoA
Soybeans
120
0.98
117.6
T1096
5
GoA
Soybeans
120
3.17
380.4
T1096
613
GoA
Soybeans
120
0.39
46.8
T1096
4A
GoA
Corn
162.5
4.32
702
T1096
4A
GoA
Wheat
156
4.32
673.92
T1096
413
GoA
Corn
162.5
2.32
377
T1096
413
GoA
Wheat
156
2.32
361.92
T1096
6A&7
GoA
Corn
162.5
8.68
1410.5
T1096
6A&7
GoA
Wheat
156
8.68
1354.08
19.86
5424.22
Total
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE. The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Technical SpecialisIs
Page 11

2003 Amendment
2003 Amendment
Grower will follow this amendment until the Spring planting, then he will start the 2 year rotation
of his new plan.
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
T1096
3
GoA
Soybeans
126
6.02
758.52
June - Au
T1096
3
GoA
Wheat
144
6.02
866.88
Sept - April
T1096
5
GoA
Soybeans
126
8.13
1024.38
June - Seet
T1096
5
GoA
Wheat
144
8.13
1170.72
Sept - April
T1096
66
GoA
Soybeans
126
8.62
1086.12
June -Aug
T1096
613
GoA
Wheat
144
8.62
1241.28
Sept - April
T1096
413
GoA
Fescue G
185
2.89
534.65
August - Jul
T1096
6A&7
GoA
Fescue G
185
12.00
2220
August - Jul
Total 1 37.661 8,902.55 J
*This N is from animal waste only. if nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning In 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Technical Specialist
�717 Py
Date
6 -1 ID(4
Date
Page 12

F)
1jrOCT72,5 03
Li
Linda B. Wells
Jimmy & Linda Wells Farm #1 &2
7163 S. NC 41
Wallace NC 28466
Dear Linda Wells:
� /�93t4
�� Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
October 27, 2003
Alan W. Klimek, P.E., Director
Division of Water Quality
Subject: Application No. NCA231363
Additional Information Request
Jimmy & Linda Wells Farm #1 &2
Animal Waste Operation
Duplin County
The Non -Discharge Permitting Unit has completed a review of the subject Notification of Change of Ownership.
Additional information is required before we can continue our review. Please address the following by November
26, 2003:
A Notification of Change of Ownership was received in our office on October 8, 2003 indicating
an animal capacity of 3,672 Feeder to Finish for the subject facility. The previously issued COC
for this facility indicates an animal capacity of 3,648 Feeder to Finish. Please make the
appropriate changes on the Notification of Change of Ownership form and resubmit.
Please note that all WUP revisions must be signed and dated by both the owner and the technical
specialist. Please reference the subject permit 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 November 26, 2003 or the Division will return
your application as incomplete in accordance with 15A N.C.A.C. 2hl .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 544.
cc: Wilmington Regional Office, Water Quality
Permit File
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1517
DENR Customer Service Center
An Equal Opportunity Action Employer
Sincerely,
Michelle McKay
X
Environmental Engineer
Non -Discharge Permitting Unit
Internet httpJ/h2o.enr.nc.state.ustndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled110% post -consumer paper

4
Waste Management Plan Changes IIIVVV!!!
1 C
052093
Facility 3 �31� Farm
This farms Waste Management Plan has made the following changes:
❑ Crop changes
❑ Wetted Acres
increased Acreage
❑ Decreased Acreage
❑ Changed Irrigation Design
❑ Change in Farm type
❑ Plan based on 3 Years On Farm Records
❑ Other
Comments:
�Avv-,,f ruA +r1�
Date

t
�. 3� ,�•��> g 2-A,
:WASTEUTILIZATINP�NY
PRODUCER: Hwy 41 - Advantage Farms,LLC
LOCATION: NC 41 South, Wallace, NC
TELEPHONE: [phone]
TYPE OPERATION: Feeder —Finish
NUMBER OF ANIMALS: 3672
(Design Capacity)
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface and/or groundwater. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops in the fields where the waste is
to be applied. This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle_ Annual soil tests are strongly encouraged so that all
plant nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special precautions, waste may be
applied to land eroding at up to 10 tons per year. Do not apply waste on saturated soils, when it
is raining, or .when the surface is frozen. Either of these conditions may result in runoff to
surface waters which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of nutrients for
crop production and to reduce the potential for pollution, the waste should be applied to a
growing crop or applied to bare ground not more than 30 days prior to planting. Injecting the
waste or disking will conserve nutrients and reduce odor problems.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

�= � WASTEsUTlLIZAT�ON`aPLAN
Amount of Waste Produced Per Year(gallons, ft tons etc.
3,672 animals X 1.99 (tons) waste/animal/year
Amount of Plant Available Nitrogen (PAN) Produced Per Year
3,672 animals X 223 lbs. PAN/animal/year =
Guide Std. 633)
6,977 (tons) waste/year.
8,446 lbs. PAN/year. (PAN from N.C.
Tech
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner
The following acreage will be needed for waste application based on the crop to be grown and
surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvoe Per Acre Utilized Application
Total 1 0.001 - 1
*This N is from animal waste only. if nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE. The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all nutrients.
This plan only addresses Nitrogen.
Page 2

`:y I L[ZATION �P�LANz
�, WASTES UT
Tract Field Soil
# No. Type
YEAR "X"
Table 1: ACRES OWNED BY PRODUCER
Crop Lbs. N Acres Lbs. N Month of
Per Acre* Utilized Application
T1096
3
GoA
Corn
162.5
6.02
978.25
March - Jul
T1096
3
GoA
Wheat
156
6.02
939.12
Sept - April
T1096
5
GoA
Corn
162.5
8.13
1,321.13
March - Jul
T1096
5
GoA
Wheat
156
8.13
1.268.28
Sept - April
T1096
66
GoA
Corn
162.5
8.62
1,400.75
March - Jul
T1096
66
GoA
Wheat
156
8.621
1,344.72
Sept - April
T1096
4A
GoA
Soybeans
120
0.661
79.20
June - Sept
T1096
4B
GoA
Soybeans
120
2.89
346.80
June - Sept
T1096
6A&7
GoA
Soybeans
120
12.00
1,440.00
June - Sept
38.32
9,118.25
YEAR "Y"
-
T1096
3
GoA
Soybeans
120
6.02
722.40
June - Sept
T1096
5
GoA
Soybeans
120
8.13
975.60
June - Sept
T1096
613
GoA
Soybeans
120
8.62
1,034.40
June - Sept
T1096
4A
GoA
Corn
162.5
0.66
107.25
March - Jul
T1096
4A
GoA
Wheat
156
0.66
102.96
Sept - April
T1096
4B
GoA
Corn
162.5
2.891
469.63
March - July
T1096
46
GoA
Wheat
156
2.89
450.84
Sept - April
T1096
6A&7
GoA
Com
162.5
12.00
1,950.00
March - Jul
T1096
6A&7
GoA
Wheat
156
12.00
1,872.00
Sept - April
38.32
7,685.08
TOTAL
Page 10

Aerway
The following table is to be used when irrigation is done with the "Aerway" irrigation system. The
acreage used is the total field acreage, as this system wets the entire field.
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Type Per Acre Utilized Application
T1096
3
GoA
Corn
162.5
0.98
159.25
T1096
3
GoA
Wheat
156
0.98
152.88
T1096
5
GoA
Corn
162.5
3.17
515.125
T1096
5
GoA
Wheat
156
3.17
494.52
T1096
66
GoA
Corn
162.5
0.39
63.375
T1096
613
GoA
Wheat
156
0.39
60.84
T1096
4A
GoA
Soybeans
120
4.32
518.4
T1096
48
GoA
Soybeans
120
2.32
278.4
T1096
6A&7
GoA
So beans
120
8.68
1041.6
19.86
3284.39
T1096
3
GoA
Soybeans
120
0.98
117.6
T1096
5
GoA
Soybeans
120
3.17
380.4
T1096
613
GoA
Soybeans
120
0.39
46.8
T1096
4A
GoA
Corn
162.5
4.32
702
T1096
4A
GoA
Wheat
156
4.32
673.92
T1096
4t3
GoA
Corn
162.5
2.32
377
T1096
46
GoA
Wheat
156
2.32
361.92
T1096
6A&7
GoA
Corn
162.5
8.68
1410.5
T1096
6A&7
jGoA lWheat
156
8.68
1354.08
19.86
5424.22
Total I _ I I
"This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
�A#i r 1 Ma er
Technical Specialist
//- LO �q
Date
\ -V- � 3
Date
Page 1

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own adequate land [see
Required Specification 2])
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
No. Type Per Acre" Utilized Application
See footnote for Table 1.
Totals from above Tables
Acres
Lbs. N
Utilized
Table 1
F 38.32
7,685
Table 2
19.86
5,424
Total
58.18
13,109
Amount of N Produced
8,446
Surplus or Deficit
4,664
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to prevent over
application of nutrient or other elements.
Page 3

.r� WASTE �UTILIZATI�N PLAN
See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No. Rate (IniHr) Amount (In.)
THIS TABLE IS NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION, HOWEVER A SIMILAR TABLE
WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 MONTHS. In no instance should the volume of
waste being stored in your structure exceed Elevation *see lagoon design.
Cali the local Natural Resources Conservation Service (formerly Soil Conservation Service) or Soil
and Water Conservation District office after you receive the waste analysis report for assistance in
determining the amount per acre to apply and the proper application rate prior to applying the
waste.
Narrative of operation: This plan contains a 2003 amendment until the grower begins the first
year of a two year rotation of row crops. That amendment balances the NUP with a deficit of
456.55 lbs. Beginning in the Spring of 2004, grower will start with the crop rotation of Year "Y".
Included as part of the NUP is the use of "Aerway" as an irrigation source.
Page 4

AWASTEUTILI ? TIMNPLAN' A
�" --�,'i+C - ..
REQUIRED SPECIFICATIONS
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 which 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 waste, he/she shall provide a copy 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 facility to
secure an update of the Waste Utilization Plan when there is a change in the operation,
increase in the number of animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climatic conditions, and level
of management, unless there are regulations that restrict the rate of application 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 that is eroding at 5 or more tons, but less than 10 tons per acre per
year providing grass filter strips are installed where runoff leaves the field. (See FOTG
Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When 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 or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
Page 5

R }y WASTE�UTICz1M, 1 W' LAN _ ,a Nag `_
REQUIRED SPECIFICATIONS
(continued)
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 Waste nutrients 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 from any perennial stream or river (other than an irrigation ditch or canal. Animal
waste other than swine waste from facilities sited on or after October 1, 1995), shall not be
applied closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips).
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
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they 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.
Page 6

.}s 1NASTE UTILIZATION PLAN_ s ::
REQUIRED SPECIFICATIONS
(continued)
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 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
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five years. Poultry dry waste application records shall be maintained for three (3)
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.
Page 7

WASTE UTILIZATIOWPLAN -
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: 41,V ass,4
Owner / Manager Agreement
1//
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a new
certification to be submitted to the Division of Environment Management (DEM) before the
new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface waters of the state from a storm event less
severe than the 25-year, 24-hour storm. The approved plan will be filed on -site at the farm
office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner: !;�ZA/0 A—�t.�?�►��C fip-os<
(Please print)
/r-Lo—v-3
Name of Manager (If different from owner): 70-1,
Signature: 0194Rr Date:
Name of Technical Specialist: (Please print) Ton! W. King
Affiliation: Murphy - Brown
Address (Agency): P.O. Box 856
Warsaw, NC 28398
Signature: Date:
Page 8

2003 Amendment
2003 Amendment
Grower will follow this amendment until the Spring planting, then he will start the 2 year rotation
of his new plan.
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvpe Per Acre Utilized Acnlication
T1096
3
GoA
Soybeans
126
6.02
758.52
June - Aug
T1096
3
GoA
Wheat
144
6.02
866.88
Sept - April
T1096
5
GoA
Soybeans
126
8.13
1024.38
June - Sept
T1096
5
GoA
Wheat
144
8.13
1170.72
Sept - April
T1096
66
GoA
Soybeans
126
8.62
1086.12
June - Aug
T1096
6B
GoA
Wheat
144
8.62
1241.28
Sept - April
T1096
4B
GoA
Fescue G
185
2.89
534.65
August - Jul
T1096
6A&7
GoA
Fescue (G)
185
12.00
2220
August - Jul
Total 1 37.661 8,902.55
*This N is from animal waste only. If nutrients from other sources such as commercial fertilizer are
applied, they must be accounted for. N must be based on realistic yield expectation.
NOTE. The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in some
eastern counties of North Caroline to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Own / Ma4jer
Technical Specialist
/,(—
Date
\k -
Date
Page 13

Subject: Linda Wells
Date: Tue, 12 Aug 2003 15:01:01 -0400
From: "Toni King" <[e-mail]>
Organization: Murphy -Brown LLC
To: "Chester Cobb" <[e-mail]>
Name: Linda Wells 5 Day POA 8-12-03.xls
Type: Microsoft Excel Worksheet
Linda Wells 5 Day POA 8-12-03.xls (application/vnd.ms-excel)
Encoding: base64
Download Status: Not downloaded with message
Name: Linda Wells 30 Day POA 8-12-03.xls
Type: Microsoft Excel Worksheet
Linda Wells 30 Day POA 8-12-03.xls (application/vnd.ms-excel)
Encoding: base64
Download Status: Not downloaded with message
1 of 1 8/21 /2003 11:09 AM

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-363 County: Duplin
Facility Name: Linda Wells 1 & 2
Certified Operator Name:
Dean Wells
Operator Number:
28967
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
5pillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lag 1 Lag 2
N N
11 9
2. Check all applicable items
X 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.
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 Ili 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:
08/12/2003
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.
Linda Wells Phone: [phone]
Facility Owner/Manager (print)
Date: 08/12/2003
Facility Owner/Manager ( sure)

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: Lagoon 1
line m =
709.4 lb PAN
2. Structure ID: Lagoon 2
line m =
3435.2 lb PAN
3. Structure ID:
line m =
lb PAN
4. Structure ID:
line m =
lb PAN
5. Structure ID:
line m =
lb PAN
6. Structure ID:
line m =
lb PAN
n. lines 1 + 2 + 3 + 4 + 5 + 6 = 4144.6 lb PAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR-
2 PAN balance
(lb/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
T1096
pu111
Soybeans
1.85
104.60
193.5
May - August
T1096
pull 2
Soybeans
2.29
58.84
134.7
May - August
T1096
pull 3
Soybeans
2.65
93.13
246.8
May - August
T1096
pull 4
Soybeans
3.36
52.38
176.0
May - August
T1096
pull 5
Soybeans
2.80
51.80
145.0
May - August
T1096
pull 6
Soybeans
3.17
126.00
399.4
May - Au ust
T1096
pull 8
Soybeans
3.65
126.00
459.9
May - August
T1096
pull 9
Soybeans
4.39
92.78
407.3
May - August
T1096
pull 1
Wheat
1.85
144.00
266.4
Sept - April
T1096
pull 2
Wheat
2.29
144.00
329.8
Sept -April
T1096
pull 3
Wheat
2.65
144.00
381.6
Sept - April
T1096
pull 4
Wheat
3.36
144.00
483.8
Sept -April
T1096
pull 5
Wheat
2.80
144.00
403.2
Sept - April
T1096
pull 6
Wheat
3.17
144.00
456.5
Sept -April
T1096
pull 8
Wheat
3.65
144.00
525.6
Sept - April
T1096
pull 9
Wheat
4.39
144.00
632.2
Sept - April
'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) = 5641.7 lb. PAN
1V. FACILITY'S PoA OVERALL PAN BALANCE
PoA (30 Day) 2/21100

w. Total PAN to be land applied (line n from section II) = 4144.6 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 5641.7 lb. PAN
y. Overall PAN balance (w - x) _ -1497 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
facil
Irrigation onto existing spray fields will continue as weather and field conditions permit.
PoA (30 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): La oon 1
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 12.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 7.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 42300 ft?
e. line c112 x line d x 7.48 gallons1W 184569 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 162000 ft3
h. current herd # 1200 certified herd # 1200
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 06/18/2003
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)
162000 ft'
0 ft3
24675 ft3
232722 gallons
1.70 Ibs11000 gal.
709.4 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): I Lagoon 2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 12.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 7.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 66553 ftz
e, line c/12 x line d x 7.48 gallons/W 290393 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 116 days
g. volume of waste produced according to structural design 330480 ft3
h. current herd # 2448 certified herd #1 2448
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
1. current waste analysis dated 1 06/18/2003
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)
330480 ft3
0 ft3
4072831 ft3
1427190 gallons
2.00 Ibs11000 gal.
3435.2 lbs. PAN
PoA (30 Day) 2/21 /00

II. TOTAL VOLUME OF WASTE STORED WITHIN STRUCTURAL FREEBOARD ELEVATIONS
FOR ALL WASTE STRUCTURES FOR FACILITY
1. structure ID: Lagoon 1
line I =
65154 gallons
2. structure ID: Lagoon 2
line I =
362319 gallons
3. structure ID:
line I =
gallons
4. structure ID:
line I =
gallons
5. structure ID:
line I =
gallons
6. structure ID:
line I =
gallons
n.lines 1+2+3+4+5+6=
o. line n / 27154 =
427473 gallons
15.74 acre -inches
III. TOTAL ACRES AVAILABLE TO RECEIVE WASTE DURING 5 DAY DRAW DOWN PERIOD' .2
'While this section deals with hydraulic loading capacities, applications cannot exceed
agronomic rate for receiving crop according to its certified waste plan.
2Fields with no remaining PAN balance, no receiving crop, and/or completely saturated are
not considered available to receive waste.
p. tract #
q. field #
r. soil type
s. crop
It. acres
u. remaining
IRR-2 PAN
balance
(lb/acre)
v. maximum
application rate
(in/hr)
W. maximum
application
amount (inches)
T1096
6A, 7
GOA
Fescue
12.00
185
0.5
0.75
T1096
4B
GoA
Fescue
2.89
185
0.5
0.75
x. total acres available during 5 day draw down (sum of column t) = 14.89 acres
IV. FACILITY'S PoA OVERALL HYDRAULIC LOAD TO BE LAND APPLIED PER ACRE
PoA (5 Day) 2/21 /00

y. line o = 1.06 inches per acre to be applied within 5 days
line x
If unable to land apply hydraulic load listed in line y, list course of action here including pump
and haul, depopulation, herd reduction, etc. for pump & haul and herd reduction options,
recalculate new hydraulic load based on new information.
Plan to land apply hydraulic load:
1. Describe moisture conditions of fields? (e.g. Is there water standing in field; does irrigation
mar gown in vela; -trattican ig- across
2. Date and amount of last rainfall event?
DATE:
4. Given optimum soil and weather
witnout runon
AMOUNT: IIinches
equipment capable of applying the volume in
line "n" at appropriate seasonal i.e. winter application rates witnin 5
5. Irrigation schedule for next 5 days - include dailv schedule: proposed aoelication rates and amounts
per irrigation event; changes made in gun sizes, nozzles, V rings, operating time, travel speed, etc. to
meet proposea cnan es in -91ppicauon rates ana amounts; ana any oiner inrormauon Tor consiaeraiion.
PoA (5 Day) 2/21/00

. ~ y IRRIGATION DESIGN
' •. Ii6.■ V j1Y
-
u±a � / s
ALTON . JAMES WELLS
fTMon
"a "a E � SCALE: 1 " = 200'
zo,va
LEGEND
O PUMP LOCATION
0 HYDRANT LOCATION
0- 0 4" PVC MAIN LINE
- - BUFFER
• THRUST BLOCIING
�N GARo�
• EAL
r
• 12273 •
t
cda�� 14
� '••NGrN��•• �
�'�.. OYD PS) r �`�
NOTES:
!) THRUST BLOCMNG SHALL BE PROVIDED AT ALL BENM TEES, DEAD
ENDS AND OTHER SPECIAL. FITTINGS WHICH REQUIRE RESTRAINING.
2) MAINLINE PIPE SHALT. BE I' PVC PR 200 {SDR 20 AND SHATL BE BURIED
TO HAVE AT LEAST 3 FEET OF COVI3L
'�.
6, OV
O
I ? LAGOON 2 d — ---------- -- :I
l ` 91 3NGi
!
Prepared by: Mark A. Pope -�
% Certified by: M. Floyd Adams P.E.
\ j Date: October 1, 1997

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PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/identifier (ID): I Lagoon 1
2. Current liquid volume in structural freeboard
a. current liquid level according to marker 11.0 inches
b. designed structural freeboard zone 12.0 inches
(Normally 12 inches or greater)
c. line b - line a (inches within structural freeboard) = 1.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 42300 ft2
e. line c112 x line d x 7.48 gallons/ft3 26367 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 162000 ft3
h. current herd # 1200 certified herd #1 1200
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 5 days/line f =
4. Total volume of waste to be land applied during 5 day draw down
I. total volume to be land applied line e + line k =
162000 ft3
ft3
24675 ft3
38787 gallons
65154 gallons
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below)
PoA (5 Day) 2/21100

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
FIVE (5) DAY DRAW DOWN PERIOD
I. TOTAL VOLUME TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): E La oon 2
2. Current liquid volume in structural freeboard
a. current liquid level according to marker
b. designed structural freeboard zone
(Normally 12 inches or greater)
c. line b - line a (inches within structural freeboard) =
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c/12 x line d x 7.48 gallonsiW
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
h. current herd # 1 24481 certified herd #1 2448
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 5 days/line f=
4. Total volume of waste to be land applied during 5 day draw down
I. total volume to be land applied line e + line k =
9.0 inches
12.0 inches
3.0 inches
66553 ftz
124454 gallons
116 days
330480 ft3
330480 ft'
ft3
407283 ft3
237865 gallons
362319 gallons
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE WITH A LIQUID LEVEL WITHIN
THE STRUCTURAL FREEBOARD ELEVATIONS. (Click on the next Structure tab shown below)
PoA (5 Day) 2/21100

r
f
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITI
Facility Number: 31-363
Facility Name:
Linda Wells 1 & 2
County: Duplin -
Certified Operator Name: Dean Wells Operator Number: 28967
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
Lag 1 Lag 2
14 15
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. 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 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: 07121/2003
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.
Linda Wells Phone:
Facility �Owner/Manager (print)
%
T \ Date:
Facility Owner/Ma er (signature)
-�'. L`, r,6, VJQ-IIS
910-285-5276
07/22/2003

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: Lagoon 1
line m =
619.7 [b PAN
2.
Structure ID: Lagoon 2
line m =
3186.3 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 +fir 3806.0 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
(iblacre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
T1096
puill
Soybeans
1.85
104.60
193.5
May -August
T1096
pull 2
Soybeans
2.29
58.84
134.7
May -August
T1096
pull 3
Soybeans
2.65
93.13
246.8
May_- August
T1096
pull 4
Soybeans
3.36
52.38
176.0
May -August
T1096
pull 5
Soybeans
2.80
51.80
145.0
May -August
T1096
pull 6
Soybeans
3.17
126.00
399.4
May -August
T1096
u[18
Soybeans
3.65
126.00
459.9
May - August
T1096
pull 9
Soybeans
4.39
92.78
407.3
May - August
T1096
pull 10
Fescue
3.78
146.59
554.1
Aug1 - July 31
T1096
pull 11
Fescue
2.32
127.54
295.9
Aug1 - July 31
T1096
pull 12
Fescue
1.27
145.38
184.6
Aug1 - July 31
T1096
pull 13
Fescue
0.61
185.00
112.9
Aug1 - July 31
T1096
pull 14
Fescue
0.92
185.00
170.2
Aug1 - July 31
T1096
pull 15
Fescue
1.33
185.00
246.1
Aug1 - July 31
T1096
eull 16
Fescue
2.82
185.00
521.7
Aug1 - July 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) = 4248.1 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
PoA (30 Day) 2/21/00

w. Total PAN to be land applied (line n from section II) = 3806.0 lb. PAN
x. Crop's remaining PAN balance (line v from section III) = 4248.1 lb. PAN
y. Overall PAN balance (w - x) _ -442 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
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2/21100

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): La oon 1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 14.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 5.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 42300 f?
e. line c/12 x line d x 7.48 gallons/W 131835 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 1 180 days
g. volume of waste produced according to structural design 1 1620001 ft3
h. current herd # 1200 certified herd # 1200
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
1. current waste analysis dated 1 06/18/2003
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)
162000 W
®�3
24675 ft3
232722 gallons
1.70 Ibs/1000 gal.
619.7 Ibs. PAN
PoA (30 Day) 2/21 /00

9
PLAN OF ACTION (POA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): I Lagoon 2
2. Current liquid volume in 25 yr.124 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 line d x 7.48 gallons/W
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
15.0 inches
19.0 inches
4.0 inches
66553 ft2
165939 gallons
116 days
g. volume of waste produced according to structural design 1 330480 ft3
h. current herd # 1 2448 certified herd #1 2448
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 06/18/2003
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)
330480 ft'
01ft3
407283 ft3
1427190 gallons
2.00 1bs11000 gal.
3186.3 lbs. PAN
PoA (30 Day) 2/21 /00

OF "' A'7 I
'O� QG
c
t7 �
July 24, 2003
CERTIFIED MAIL # 7003 0500 0000 8804 3235
RETURN RECEIPT REQUESTED
Linda B. Wells
7163 S. NC 41
Wallace, NC 28466
Dear Linda B. Wells:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
!North Carolina Department of Environment and Natural Resources
Subject: Inadequate Freeboard
No Further Action
Jimmy & Linda Wells Farm #1&2
Facility # 31-363
Duplin County
Alan W. Klimek, P.E. Director
Division of Water Quality
Thank you for your recent submittal of the information requested in our letter dated April 15,
2003. The Wilmington Regional Office has determined that no further enforcement actions will
be taken by the Division for the inadequate freeboard.
However, upon review and consideration of the information submitted, the Wilmington Regional
Office has determined that an NOV is appropriate due to unsatisfactory operation and
maintenance of the waste treatment system and freeboard less than the structural limit.
In the future, please continue to evaluate ways to maintain freeboard levels in the required range.
These methods include, but are not limited to, water conservation practices, adding additional
application sites, updating your cropping systems, adding additional and/or more flexible
application equipment, and maintaining the lagoon levels at the lowest allowable and appropriate
levels throughout the year. Our staff looks forward to continuing to work with you and your
Technical Specialist to evaluate and implement any needed changes to your system.
CDENR
Customer Service: _ .. Mailing Address:-- --- - relephone: [phone] - - Location:
1 800 623-7748 1617 Mail Service Center Fax: [phone] N. Salisbury St.
Raleigh, NC 27699-1617 State Courier #52-01-01 Raleigh, NC 27699-1617
An Equal Opportunity / Affirmative Action Employer
50% recycled / 10% post -consumer paper
http://h2o.enr. state. nc. us

Inadequate Freeboard
Jimmy & Linda Wells Farm #1&2
July 24, 2003
Page 2
Thank you again for your cooperation. If you have any questions, please do not hesitate to
contact the staff of our Wilmington Regional Office at 91 Q-395-3900.
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
CC: Kraig Westerbeek, Murphy -Brown, LLC
Billy Houston, Duplin County Soil and Water Conservation District
Patrick Fussell, DSWC
'Wilmington Files 31-363
Non -Discharge Compliance and Enforcement Unit
Central Files

Michael F. Easley
GOvemOr
Ao� W a r�RQ�
William G. Ross Jr., Secretary
Department of Environment and Natural Resources
'r Alan W. Klimek, P.E. Director
Division of Water Duality
April 16, 2003
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Linda B. Wells
7163 S. NC 41
Wallace NC 28466
SUBJECT: Notice of Violation
Request for Information
Inadequate Freeboard
Jimmy & Linda Wells Farm #1&2
#31-363
Duplin County
Dear Sir or Madam:
On February 26, 2003, a representative of your animal operation informed the Division of
Water Quality (DWQ) that there was inadequate freeboard in the lagoon(s) serving this facility.
This lack of adequate freeboard is in non-compliance with the Certificate of Coverage
issued to this facility on July 20, 1998. In addition to this Notice of Violation (NOV), this non-
compliance is subject to an appropriate enforcement action by DWQ. This action can consist of
one or more of the following: a civil or criminal enforcement action; an injunction; and/or a
requirement to apply for coverage under an individual permit. The action chosen will be based
on complete evaluation of all factors that resulted in the inadequate freeboard; the actions taken
to restore the needed freeboard; and the actions being proposed to prevent the problem from
reoccurring.
To assist us in our review, please provide the Wilmington Regional Office with an
evaluation of the reasons for the freeboard violation(s) and a strategy to prevent future freeboard
violation(s). This evaluation and strategy must include but is not limited to the following:
Current Freeboard level(s)
Freeboard level records in the lagoon(s) for the past 12 months up to the date of submittal
Spraying records for the past 12 months up to the date of submittal
MGM
Customer Service: Mailing Address: Telephone [phone] Location:
1-877-623-6748 1617 Mail Service Center Fax [phone] N. Salisbury St.
Raleigh, North Carolina 27699-1617 State Courier #S2-01-01 Raleigh, NC 27699-1617
An Equal Opportunity /AffianativeAction Employer
50% recycled / 10% post -consumer paper
httpl/h2o. enrstote.nc. us

Inadequate Freeboard„ _
Page 2
Rainfall records for the past 12 months for this site up to the date of submittal (if
available)
Cropping system and PAN specified in the CAWMP. If the cropping system was not in
compliance with the facility's CAWMP, provide details of the cropping system in place
for the past 12 months.
A summary of actions taken -to restore the needed freeboard in the lagoon(s) including but
not limited-to_remoxal.of- animals from the site, delay of restocking of animals, pumping
and hauling waste to another site (specify site), securing additional irrigation equipment,
and securing additional spray sites.
A description of water conservation measures in use at the facility and the date(s)
installed.
If the lagoon level(s) are still in violation of the facility's CAWMP and Permit, provide
an updated Plan of Action as to how the facility will return to compliance.
Provide a detailed description of the actions taken or proposed to be taken to insure that
there are no further freeboard violations at this facility.
This information must be received by the Wilmington Regional Office at the following
address no later than 10 days following receipt of this letter.
Division of Water Quality
127 Cardinal Drive Extension
Wilmington, NC 28405-2845
Once this information is received and evaluated by the DWQ staff, a determination will
be made as to the appropriate compliance/enforcement actions to be taken. Each case will be
evaluated on its own merit. The efforts by the owner/producer to notify DWQ of the problem,
efforts made to resolve the problem once identified, and efforts proposed to prevent future
problems will be positive factors in this determination.
Nothing in this letter should be taken as removing from you either the responsibility or
liability for this non-compliance or future cases of non-compliance. If you have any questions
regarding this letter, please do not hesitate to contact our Wilmington Regional Office Staff at
[phone].
Sincerely,
Alan W. Klimek, P.E.
Director
cc: Wilmington Regional Office
Non -Discharge Compliance/Enforcement Unit
Central Files

!1
31-3G3
Rick Shiver
Division of Water Quality
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405
Dear Mr. Shiver,
A
V,
PR 2 � 2pp2
r
This letter is intended to be the Plan of Action requested in a April 12,2002 NOV issued against
the Jimmy & Linda Wells Farm. This letter will reply to each of the six items noted in the order that they
appear in the Notice-
1. ,Animal waste discharged to a ditch- The animal waste discharged was a result of an
Wwent malfunction in which the irrigation reel stopped retrieving for a period of
ximately 1 hour. This caused wastewater to pond in the irrigation field, with
approximately 100 gallons running into an adjacent field ditch. This ditch is not a blue -line
stream The wastewater in the ditch was contained through man-made dams, and pumped
back into the field We feel that all of the wastewater that entered the ditch was captured, and
through flushing and pumping back completely removed. The irrigation reel has been
serviced, and all safety switches inspected to insure that they are working properly.
2. The waste level in lagoon 2$26,lagoon was such that there was seventeen inches of freeboard
at the time of the inspection. The high freeboard level at the time of the inspectiari was due to
a number of factors. First, this is the time of year that freeboards are nearing start pump
levels due to the cropping system used on the farm. Second, March there were three rainfall
events in March exceeding 1.5" in this area, making for a `wet' month. Third, two nights
before the inspection, a 1" freshwater line burst in the farm building, adding approximately 2"
of water to the lagoon. The freeboard was not called in, but with an impending inspection, it
was felt that the inspector would know upon arrival. In the future, DWQ will be notified of
any high freeboard upon first knowledge of the event.
3. See response for item 2.
4. An air relief vent was leaking at hydrant 9 adjacent to a ditch. Repair and Maintenance is an
ongoing requirement of any mechanical system. It is not improbable that a minor leak would
be present at the time of an inspection, however, this particular leak was not serious enough to
cause a discharge to the ditch. This leak was repaired 2 days after the inspection.
5. Wheat was planted in fields which are designated for oats in the CAWMP. A plan was
prepared for this farm on 1/3/2000 that lists wheat as a receiving crop. The PAN rate for
Wheat is actually the same, or in many cases higher than the oat PAN rate. Both crops are
small grain crops. There is a plan on file at the farm that lists wheat, rather than oats as the
receiving crop.
6. Waste analysis 60 days before or after irrigation event. At the time of inspection, a waste
analysis had been sent to Raleigh NCDA, but the results had not been received The results
were received on 4/4/02, and have been backed into the.records. In our opinion; this satisfies
the,requirements of the permit for analysis 66days before`or'after=an irrigation event.
Gt�. s �.

Aside from this response, we would like to point out that this farm has never had a violation
prior to this letter. We regret the issues pointed out occurred, but feel thatthere were no
environmental impacts realized If there are any questions or concerns, please call.
ySin Y. - �
/G�
Lin Wells
Owner, J*imy & Linda Wells Farm #1&2
4/19102

Ehvironmental Chemists, Inc.
nvirochem,
j i 6602 Windmill Way • Wilmington, North Carolina 28405
MAR 0 5 2002 1 1 [phone] (Lab) • [phone] (Fax)
Echem W @ aol.com
CONSULTING
CHEMISTS NGDENR. DWQ CERTIFICATE #I94, DLS CERTIFICATE #37729
......... ,.s s. a y
Customer:
NCDENR DWQ
127 N. Cardinal Drive Ext.
Wilmington, NC 28405
Attn: Stonewall Mathis
Date Sampled:
Sampled By:
WATER:
31 -3b3
REPORT OF ANALYSIS
02/20/02
Stonewall Mathis
Date of Report: February 25, 2002
Purchase Order #:
Report Number: 2-0896
Report To: Stonewall Mathis
Sample ID
W Field
# 1990
W Ditch
# 1991
Fecal Coliform, colonies/100 mL
23,000
23,000
Comments:
Reviewed by: b

envirochem
-D
ENVIRONMENTAL CHEMISTS, INC
Sample Collection and Chain of Custody
NCDNRtnU" CrMWs 094 DLS CArdfiaRe IWnt
6602 Windmill Way
Wilmington, NC 28405
Phone: [phone]
Fax: (91M 392.4424
Geea � N C t 1�. - ._., . .
' �'OlJ ' .� � � InI ; R „�� Email: »chemW*aol.com
Gglandl3y: Ma k; s o o• - ect-4
baMD[e TV= I = Nil
enL E = EffluenL W =W
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SIF Sl d e Other: T'v d d 1 D; 4
Sample Identification
Collection
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ANALYSIS REQUESTED
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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:
Date/Time
Received By:
Date/Time
1,
2.
Temperature wh ceive :ej a est d: _q
Delivered By: Received By: _ Date: Z a Time: / Z
a Comments:

EWPORTANT NOTICE
North Carolina Division of Water Quality (NCDWQ) is strictly enforcing EPA regulations for sample collection and
preservation.
Client Mast Provide the Following Information
1. SAMPLE IDENTIFICATION (Container Associated with requested testing)
2. SAMPLE TYPE (Composite, Grab, Water, Soil, etc.)
3. DATE COLLECTED '
4. TOAE COLLECTED
5_ SAMPLE COLLECTOR
6. PRESERVATION (including Temperature and pH)
Temperature: Samples MUST be refrigerated or received on ice between 2 and 6 ° C. 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 seek medical attention
DECHLORINATION INSTRUCTIONS
CAUTION: DO NOT Mix thiosulfate with acid in bottle before collecting samples as a
violent reaction will occur.
Deehlorinatinp- Samples that Require Acid Preservation
1. Add 4-5 granules of thiosulfate to a bottle with no acid preservative (unpreserved BODITSS bottle).
2. After mining to dissolve the thiosulfate, pour half of the sample into a bottle containing acid as a
preservative (AmmoniaiTKN).
3. Then completely fill both bottles with fresh sample.
The Laboratory will verify and document the above requested information.
ref. NCAC 2H.0805 (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 cannot be secured, the original sample may be analyzed, but the results reported must be qualified with the nature
of the infractionr(s). And the laboratory must notify the State Laboratory about the inf ction(s). The notification must
include a statement indicating corrective actions taken to prevent the problem for future samples.
ref. YCM 2H.08&W (7) (-"

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
April 12, 2002
CERTIFIED MAIL # 7001 0320 0003 0382 7709
RETURN RECEIPT REQUESTED
Linda B. Wells
7163 S. NC 41
Wallace, NC 28466
Subject: Notice of Violation and Recommendation for Enforcement
Jimmy & Linda Wells Farm #1&2
Facility Number: 31-363
DupIin County .
Dear Mrs. Wells:
This letter is being sent to notify Linda 13. Wells, who holds Certificate of Coverage AWS310363 under
Swine Waste General Permit AWG100000 issued pursuant to North Carolina General Statute 143-215.1,
of violations of the General Permit.
On February 20, 2002, Mr. Stonewall Mathis of the Wilmington Regional Office of the Division of
Water Quality performed an inspection of your animal operation and the animal waste management
system serving this operation. During the inspection, Mr. Mathis observed the following:
l) Animal waste had discharged into a ditch. This'is a violation of Condition 1. 1 of the
General Permit which states in part "The animalwaste collection, treatment, storage and
application. system permitted under this permit shall be effectively maintained and
operated as a non -discharge system to prevent the discharge of pollutants to surface
waters, wetlands, or ditches."
2) The waste level in your 2826 lagoon was such that there was seventeen (17) inches of
freeboard. The maximum waste level which the referenced lagoon shall not exceed is
that level which_provides nineteen and one half (19.5) inches of freeboard. This is a
violation of Condition V.3 of the General Permit which states in part "The maximum
waste1evel in iagoons/storage ponds shall not exceed that specified in the CAWMP. At
a minimum, maximum waste level for lagoons/storage ponds must not exceed the level
that provides adequate storage to contain the'25-year, 24-hour storm event,plus an
additional 1 foot of structural freeboard."
Wilmington Regional Office
127 Cardinal Drive Extension Phone: [phone]
Wilmington, NC 28405-3945 Fax: [phone]

Y
�- Linda B. Wells _
April 12, 2002
Page Two
3) A report by telephone of the failure to maintain storage capacity in a lagoon greater than
or equal to that required in Condition V (3) of the General Permit was not provided to
the Regional Office. This is a violation of Condition III. 6 of the General Permit which
states in part "The Permittee shall report by telephone to the appropriate Regional Office
as soon as possible, but in no case more than 24 hours following first knowledge of the
occurrence of any of the following events -...Failure to maintain storage capacity in a
lagoon/storage greater than or equal to that required in Condition V (3) of this General
Permit."
4) An air relief vent was leaking at hydrant 9 adjacent to a ditch.. This is a violation of
Condition H. 1 of the General Permit which states "The collection, treatment, and storage
facilities, and land application equipment and fields shall be maintained at all times and
properly operated."
5) Wheat was planted in fields which are designated for oats in the Certified Animal Waste
Management Plan. Also, an area in the small fescue field needs the fescue scan_ d
improved. These are violations of Condition 11. 2 of the General Permit which states "A
vegetative cover shall be maintained on all land application fields and buffers in
accordance with the CAWMP. No waste may be applied upon fields not included in the
CAWMP."
6) An analysis of the animal waste conducted as close to the time of application as practical
and.at least within 60 days (before or after) of the date of application had not been used
to calculate the nitrogen applied for some of the application events in maintaining the
application records. This is a violation of Conditions IIl. 4 and 5 of the General Permit
which state in.part-"An analysisof the animal waste shall be conducted as close to the
time of application as practical and at Ieast within 60 days (before or after)'of the -date of
application" and "Records, 'including land application event(s) and removal of solids to
an off. -site location(s) records, shall be maintained by the Permittee.in chronological and
legible.form for a minimum of three years. These records shall be maintained on forms
.provided or approved by the DWQ. and shall.be readily available for inspection."
Please submit a Plan of Action which.addresses the above noted violations. The Plan of Action should
include a list of any and.all modifications that have been and will be. implemented. to correct the noted
violations and preventrtheii.recurrence along with a timetable -for completion of the modifications. The
written Plan.ofAction must be submitted -to this office within ten (10) days of receipt of.this notice.
Be advised that this office is.cbMidering recommending assessment of civil penalties to the Director of
the Division of Water Quality for the -above noted violations.. --These violations maj result in civil
penalties of up to $10,000 per .violation in accordance withNorth 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'] 43.215.3(a)(9). 'Ifyou'have an explanation for these violations that you
wish to present, please submit your written response along with the Plan of Action. 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 these matters including
assessment of civil penalties, injunctive relief, and permit revocation. -

JLinda B. Wells
April . 12, 2002
Page Three
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,
�Zas 134ze�
Rick Shiver 4CP
Water Quality Regional Supervisor
cc: Billy Houston,_ Duplin County Soil and Water Conservation
Kenneth Best, Duplin County Health Department
Kraig Westerbeek, Murphy - Brown, LLC
Patrick Fussell, DSWC-WiRO
Steve Lewis, DWQ Non -Discharge Compliance/Enforcement Unit
��n ingttm _F._iles 3i1�3,6
S:IWQSIANIMALSIDUPLM002131-363novrfe

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PS r January 2001I
COWLETE THISSECTION
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PS Form 3811, August 2001 Domestic Return Receipt
102595-01-M-2509

DONG e Ac(/C5 av*1 11
FARM: Jimmy Wells
LOCATION: 7163 S. NC 41 Wallace, NC
TELEPHONE: [phone]
TYPE OPERATION: Feeder - Finish
NUMBER OF ANIMALS: 3648
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where the waste is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant nutrients can be balanced for realistic
yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to
be grown and the nutrient content of the waste. Do not apply more nitrogen than the
crop can utilize. Soil types are important as they have different infiltration rates,
leaching potentials, cation exchange capacities, and available water holding capacities.
Normally waste shall not be applied to land eroding at greater than 5 tons per acre per
year. With special precautions, waste may be applied to land eroding at up to 10 tons
per acre per year. Do not apply waste on saturated soils, when it is raining, or when
the surface is frozen. Either of these conditions may result ion runoff to surface waters
which is not allowed under DEM regulations. Wind conditions should also be
considered to avoid drift and downwind odor problems. To maximize the value of
nutrients for crop production and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied to bare ground not more than 30 days prior to
planting. Injecting the waste or disking will conserve nutrients and reduce odor
problems.
The estimated acres needed to apply the animal waste is based on typical nutrient
content for this type of facility. Acreage requirements should be based on the waste
analysis report from your waste management facility. Attached you will find information
on proper sampling techniques, preparation, and transfer of waste samples to the lab
for analysis.
This waste utilization plan, if carried out, meets the requirements for compliance with
15A NCAC 2H.0217 adopted by the Environmental Management Commission.
Page 1

3M animals X 13 (tons) wastelanimallyear = 6,931.2 (amt.) waste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
3648 animals X 2.3 lbs. PANlanimallyear - 8,390.4 lbs. PAN/year. (PAN from N.C. Tech.
Guide Std. 633)
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
# No. Tvoe Per Acre Utilized ADDliCatian
T1096
3
GoA
Corn
156.25
6.79
1060.9375
March -July
T1096
3
GoA
Oats
100
6.79
679
Sept. - April
T1096
4A
GoA
Corn
156.25
0.88
137.5
March -July
T1096
4A '
GoA
Oats
100
0.881
88
Sept. - April
T1096
413
GoA
Fescue(graze)
185
3.41
630.85
F-June; S-N
T1096
5
GoA
Corn
156.25
9.33
1457.8125
March - Jul
T1096
5
GoA
Oats
100
9.33
933
Sept. - April
T1096
6A & 7
GoA
Fescue( raze)
185
13.61
2517.85
F-June; S-N
T1096
613
GoA
Corn
156.25
9.25
1445.3125
March - Jul
T1096
613
GoA
Oats
100
9.25
925
Sept. -April
Total 1 43.2 1 9,875.26J
'This N is from animal waste only. If nutrients from other sources such as commercial
fertilizer are applied, they must be accounted for. N Must be based on realistic yield
expectation.
NOTE;. The applicator is cautioned that P and K may be over applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient management plan that addresses
all nutrients. This plan only addresses Nitrogen.
Page 2

Table 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowner must be attached)
(Required only if operator does not own
adequate land [see Required Specification 2j)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
1. Type Per Acre Utilized Application
See footnote for Table 1.
Totals from above Tables
Acres Lbs. N
Utilized
Table 1 43.27 10,116.09
Table 2
Total 43.27 10,116.09
Amount of N Produced 8,390.40
Surplus or Deficit 1,725.69
NOTE: The Waste Utilization Plan must contain provisions for periodic land
application of sludge at agronomic rates. The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrient or other
elements.
Page 3

See attached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop
No.
Application Application
Rate IniHr Amount In.)
3,4,5,6A,7,
GoA
Fescue, Row Crops
0.4
0.5
66
THIS TABLE 1S NOT NEEDED IF WASTE IS NOT BEING APPLIED BY IRRIGATION,
HOWEVER A SIMILAR TABLE WILL BE NEEDED FOR DRY LITTER OR SLURRY.
Your facility is designed for i$Q_days of temporary storage and the temporary
storage must be removed on the average of once every Months. In no
instance should the volume of waste being stored in your.structure exceed
Elevation *see lagoon design.
Call the local Natural Resources Conservation Service (formerly Soil
Conservation Service) or Soil and Water Conservation District office after you
receive the waste analysis report for assistance in determining the amount per
acre to apply and the proper application rate prior to applying the waste.
Narrative of operation:
All land is irrigated by a hard hose traveller.
Page 4

1«. ® r,■.. d" :4F
REQUIRED SPECIFICATIONS
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 which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or
has and agreement for use of adequate land on which to properly dispose of waste,
he/she shall provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing himther the use of the land for waste application. It
is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3 Animal waste shall be applied to meet, but not exceed, the nitrogen needs for
realistic crop yields based on soil type, available moisture, historical data, climatic
conditions, and level of management, unless there are regulations that restrict the
rate of application 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 that is eroding at 5 or more tons, but less than 10
tons per acre per year providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 - Filter Strip).
5 Odors can be reduced by injecting the waste or disking after waste application.
Waste should not be applied when there is.danger of drift from the irrigation field.
6 When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When 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 or flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when
the surface is frozen.
Pages

REQUIRED SPECIFICATIONS
(continued)
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 Waste nutrients 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 wither 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 from any perennial stream or river (other than an
irrigation ditch or canal. Animal waste other than swine waste from facilities sited
on or after October 1, 1995), shall not be applied closer than 25 feet to perennial
waters. (See Standard 393 - Filter Strips).
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 no 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 wetlands provided they have been approved as a land application site by
prior converted wetlands provided they 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.
17 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.
Page 6

18 Waste hackling 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.
19 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 is should only be applied perplant with no further applications
of animal waste during the crop season.
20 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 markers. A marker will be
required to mark the maximum storage volume for waste storage ponds.
21 Waste shall be tested within 69 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 element. 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 for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry waste application records
shall be maintained for three (3) years. Waste application records for all other
waste shall be maintained for five (5) years.
22 Dead animals will be disposed of in a manner that meets North Carolina
regulations.
Page 7

Name of Farm: Jimmy Wells Farm
Owner / Manager Agreement
(we) understand and will follow and implement the specifications and the operation
and maintenance procedures established in the approved animal waste utilization plan
for the farm named above. 1(we) know that any expansion to the existing design
capacity of the waste treatment and storage system or construction of new facilities will
require a new certification to be submitted to the Division of Environment Management
(DEM) before the new animals are stocked. I (we) also understand that there must be
no discharge of animal waste from this system to surface waters of the state from a
storm event less severe than the 25-year, 24-Hour storm. The approved plan will be
filed on -site at the farm office and at the office of the local Soil and Water Conservation
District and will be available for review by DEM upon request.
Name of Facility Owner: Linda Wells
(please print) I)
Name of Manager (If different from owner):
Signature:
Date:
Name of Technical Specialist: (please print): Kraig Westerbeek
Affiliation: Murphy Family Farms
Address (Agency): P.O. Box 1011
Signatur,
PIP MIMPKA
Page 8

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Alton James Wells
Address: 7163 S. NC 41
Wallace, NC 28466
Telephone: [phone]
Table 1 - Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres)
Soil Type Slope % Crop(s)
County: Duplin
Date: 5121 /01
Maximum
Maximum
Application
Application
per Irrigation
Rate
Cycle
(Inlhr)
(inches) Comments
3
6.79
GoA
<5
Row Crops
0.5
.5-1
Pulls 1-3
4A
0.88
GoA
<5
Row Crops
0.5
.5-1
Pull 21
4B
3.41
GoA
<5
Fescue
0.5
.5-1
Pulls 18-20
5
9.33
GoA
<5
Row Crops
0.5
.5-1
Pulls 4-6
6A&7
13.61
GoA
<5
Fescue
0.5
.5-1
Pulls 10-18
6B
9.25
GoA
<5
Row Crops
0.5
.5-1
Pulls 7-9
43.27

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Hobbs 1025 Reel, Nelson 100 Gun wl .81 Ring Nozzle, JD 4020D Engine
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (fUmin) (in/hr.) Length(ft) Width(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments - Acres per pull
1
2.48
0.5
395
155
245
0.81
60
90
200
1.85
2
1.84
0.37
374
170
245
0.81
60
90
330
2.29
3
1.84
0.37
374
205
245
0.81
60
90
330
2.65
4
1.84
0.37
524
205
245
0.81
60
90
330
3.36
5
1.84
0.37
504
170
245
0.81
60
90
330
2.80
6
1.84
0.37
484
205
245
0.81
60
90
330
3.17
7A
1.84
0.37
39
205
245
0.81
60
90
330
0.85
78
2.76
0.56
84
85
245
0.81
60
90
180
0,36
8
1.84
0.37
714
170
245
0.81
60
90
330
3.65
9
1.84
0.37
744
205
245
0.81
60
90
330
4.39
10
1.84
0.37
614
205
245
0.81
60
90
330
3.78
11
1.84
0.37
374
170
245
0.81
60
90
330
2.32
12
1.84
0.37
114
170
245
0.81
60
90
330
1.27
13
1.84
0.37
NA
NA
245
0.81
60
90
330
0.61
14
1.84
0.37
24
170
245
0.81
60
90
330
0.92
15
2.76
0.56
234
145
245
0.81
60
90
180
1.33
16
2.31
0.46
504
195
245
0.81
60
90
215
2.82
17
2.76
0.56
34
110
245
0.81
60
90
180
0.56
18
2.76
0.56
194
65
245
0.81
60
90
180
0.83
19
1.84
0.37
224
205
245
0.81
60
90
330
1.73
20
2.76
0.56
104
160
245
0.81
60
90
180
0.85
21
1.38
0.28
NA
NA
245
0.81
60
90
360
0.88
43.27

Sheet6
Narrative of Irrigation System Operation
Acres shown are 'wetted acres' based on an irrigation design done for this farm in 1997 when the system
was installed. At the time of installation, acres were figured using 'effective wetted acres' criteria.
This was a mistake because the farms had been in existence before 1995, and had used the
sprayfields shown, and pulls shown using aluminum pipe since construction. Grower should use the
irrigation design as shown except for pages 1 and 2 in which acreage is described.

F
31 - 36 �
IRRIGATION
DESIGN
CERTIFICATION
L
Y,
t
IRGAMN.NW
" "AS-rElt IRMGA'nON DESIGN GIADELNE
i
FOR
Alton James Wells
October 1, 1997
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
MRCS, DEM, and all other State and Local Regulations
to the best of my knowle,YAT,and belief.
r,
`� .,......,,• f.
,�,
�� r4
M. Floyd A .E.; bate
License No. 1228 12273 ?

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Alton James Wells County
Address: 7163 South N.C. 41 Date:
_Wallace. NC 28466
Telephone: [phone]
TABLE 1 - Field Specifications (1)
Duplin
October L 1997
Field -
Number (2)
Approximately
Maximum
Useable Size
of Field (3)
(acres)
Soil Type
Slope
M
Crop(s)
Maximum
Application
Rate (4)
(in/hr) .,
Maximum
Application
per Irrigation
Cycle (4)
(inches)
Comments
3
6.02 0
GoA
0-2
Soybeans/Wheat
.50
1.0
4
f 3.09 yD
y GoA
0-2
Soybeans/Wheat
.50
1.0
5
8.13
GoA
0-2
Soybcans/Wheat
.50
1.0
6A 8+,7
12A 194
et GoA
0.2
Tall Fescue - Pasture
.50
1.0
613
8.62 -
GoA
0-2
Soybeans/Whcat
.50
1.0
Table to be completed in its entirety by Field-Mfice personnel and forwarded to the irrigation system designer.
(2) See attached map provided by the Field Office for field location(s).
(3) Total field acreage minus required buffer areas.
(4) Refer to N.C. Irrigation Guide, Field Office Technical Guide, Section I & G. Annual application must not exceed the agronomic rates for the soil and crop used.

AW
TABLE 2 - Traveling Irrigation Gun Settings
Make, Mode! and Type of Equipment: Hobbs 1025 Reel, Nelson 100 Gun w/.81 Ring. Nozzle, John.Deere 4020D Engine w/Berkeley B2EQHH Pump
Field No. (1)
and
Hydrant No (3)
Travel
speed
(ft/min)
Application
Rate
(in/hr)
TRAVEL LANE
Effective Effective
Width (ft) Length (ft)
Wetted
Diameter
(feet)
EQUIPMENT SMINGS
Nozzle Operaloring Operatoring
Diameter Pressure Pressure Arc
(inches) ® Gun (psi) ® Reel (psi) Pattern (3)
Wetted
Acres
1
2.48
.50
125
585
245
.81
60
90
200'
1.60
2
1,84
.37
170
565
245
.81
60
90
270'
2.21
3
1.84
.37
170
565
245
.81
60
90
270'
2.2I
4
1.84
.37
170
715
245
.81
60 1
90
270'
2.79
5
1.84
.37
170
695
245
.81
60'
90
270'
2.71
6
1.84
.37
170
675
245
.81
60
90
270'
2.63
7A•
1.84
.37
170
230
245
.81
60
90
270'
.90
7B
2.76
.56
85
275
245
.81
60
90
180'
.54
8
1.84
.37
170
905
245
.81
60
90
270'
3.53
9
1.84
.37
170
935
245
.81
60
90
270'
3.65
10
1.84
.37
170
805
245
.81
60
90
270'
3.14
11
1.84
.37
170
565
245
.81
60
90
270'
2.21
12'
1.84
.37
170
305
245
.81
60
90
270'
1,19
13
1.84
.37
170
170
245
.81 160
90
270'
.66
14
1.84
.37
170
215
245
.81
60
90
270'
.84
15
2.76
.56
155
425
245
.81•
60
90
180'
1.51,
16
2.31
.46.
160
695
245
.81
60
90
215' 1
2.41
17
2.76
.56
85
225
245-
.81•
60
90
180'
.44
18
2.76
.56
85
385
245
.81
60
90
180'
.75
19
1.84
.37
170
315
245
.81
60
90
270'
1.23
20
2.76
.56
135
295
245
.81
60 '
90
180'
.91
21
1.38
.28
170
170
245
.81
60
90
1 360'
.66
ee attac ai map provided by the Field Office for field location(s).
(2) Show separate entries for each hydrant location in each field, 3�•TZ

TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of;Equipment: N/A
Field No. (1)
and
Line No. (2)
Number of
Hydrants
Wetted
Diameter
(feet)
Hydrant Spacing (ft)
Along Between
Pipeline Pipelines
Application
Rate
(in/hr)
OPERATING PARAMETERS
Nozzle Operating Operating
Diameter Pressure Time
(inches) Gun (psi) Hydrant (psi)
Wetted
Acres
See attached map.
(2) Show separate entries for each pipeline with hydrants in each field.

,__•_• �....ram ��
TABLE 4 - Irrigation System Specifications
Traveling
Irrigation Gun
Solid Set
Irrigation
Flow Rate of Sprinkler (gpm)
.110
Operating Pressure at Pump (psi)
101
Design Precipitation Rate (in/hr)
.28, .37, .46, .50, .56
Hose Length (feet)
850
Type of Speed Compensation
Mechanical
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement (hp)
11.16
TABLE 5 - Thrust Block Specifications (1)
Designer may provide thrust block details on separate sheet.
LOCATION
THRUST BLOCK
AREA (sq. ft.)
4" Line
90' Bend
2.30
Dead End
1.60
Tee
1'.60
45' Bend
1.20
Ground Entry
2.90
See USDA-NRCS FieldOffice Technical Guide, Section IV, Practice ode 430-DD.
(2) it is recommended that ground entry blocking be approximately 25% to 33% more than
that required for 90' ells.

TABLE 6 - Travel Time Per Zone
ZONE
PULL LENGTH,
HOURS
1
560
3.78
2
480
4.76
3
480
4.76
4
630
6.12
5
610
5.94
6
590
5.76
7A
145
1.73
7 B
275
1.66-
8
820
7.84
9
850
8'.12
10
720
6.94
11
480
5.53
12
220
2.41
13
0
2.03
14
130
1.59
I5
340
2.47
16
610
4.82
17
140
.1.26
18
300
2.23
19
230
2.50
20
210
1.68
21
0
2.68

IRRIGATION SYSTEM DESIGNER
Name: M._ Floyd Adams
Company: M. Floyd Adams P,E,
Address: P. O.-Box 1028,_Kenansyille, NC 28349 r
Phone: [phone]
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs.:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas where
applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system..
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance. N.C. Field Office Techdical Guide,
Section IV, Practice Code 430-DD.
8. The information required by this form are the minirnurn requirements. It is the responsibility of the designer to consider all relevant factors at a
particular site and address them as appropriate.
9, Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip 50 feet wide or wider must be maintained between the limits of the irrigation system and all perennial streams and surface waters
per DEHNR-DEM Code Section 15A NCAC 2B.0200 - Waste. Not Discharged to Surface Waters.

Narrative of Irrigation System Operation
Describe the operation of the system in the.space provided below.or on a similar sheet most convenient to the designer/supplier. Include procedures such as
start-up, shut -down, winterization and regular maintenance of all equipment.
AccQrding to the data fu i hed by MurphyMUrphy Fanifly Farms and the Owner thi5 is an operation that contains 4 uildin s with a
ca aci of 3648 Feeder to Finish animals. The annual plant available nitrogen PANproduced by ibis particulaLoperation will
be 8390.4 pounds_
TMs system is designed to effectively wet 38.72 ages of land_ As usual, more land will be receiving water but is not counted
ig the total "wetted acres" The §ygem contains 3350 LF of 4 inch PVC (SDR 21 with 17 hydrants. There a e 21 separate
zones from ftese hydrants.
Care should be taken when starting the pump unit to allow all limes to -fII slowly -so as to allow the air to escape from the lines.
After thisprocess, the zxt2tox rpm's should be slowly increased to obtain_the deaired, sy tem pressure. _ Failure to allow the
entrapped air to, escape before increasing the motor speed may cause damage to the system.
Shut down procedures should be the reverse of starLu . The operator should slowly decrease the Motor seed to idle and then
shut it down.
All regular and seasonal maintenance should be performed according. to the manufacturer's reco a datio s. Rumps and
travelers should be drained prior to freezing temperatures._ -

Q(Flow Rate)
r (Radius)
For Arc of 360°
For Arc of 270 °
For Arc of 215'
For Arc of 200'
For Arc of 180'
JIMMY WELLS CALCULATIONS'
PRECIPITATION RATE:
Precipitation Rate '(PR) 96.3 x Q x 360
3.14 (.9 x r)Z W
110 gpm
122.5 feet
96.3 x 110 360
- x ---
3.14 (.9 x 112.5)1 270
i
r
PR = .28 iph
PR = .37 iph
PR = .46 iph
PR = SO iph
PR = .56 iph
TRAVELER SPEED:
(calculations)
Speed = 1.605 x Q x 360
d x w arc
S = Traveler Speed
1.605 = Constant
Q - = Gallons Per Minute
d = . AppIication depth
w — Lane spacing
For Arc of 360°
S
= 1.605 x 110 360
x
.75"x 170 360
S
= 1.38 ftImin
For Arc of 210'
S
= 1.84 f Imin
For Arc of 2150
S
= 2.31 ft/min
For Arc of 200°
S
= 2.48 ft/min
For Arc of 1800
S
= 2.76 ft/min

Il
TOTAL DYNAMIC HEAD:
(calculations)
NOTE: To account for the Total Dynamic Head the friction loss in the mainline as well as the
traveler hose must be accounted for (see the below calculations)
1.952
F1 = [.2083(100��.asz(Q X )],433
c D 4.8656 100
Fl
= Friction Loss
Q
= Gallons Per Minute
D
= Pipe Size
L
= Length of Line
c
= Pipe Coefficient
Mainline Calculations
4" Main
Traveler Hose Calculations:
' 100 1101•852 2110
F1= [.2083(150)1.�z(4 )( 100 A.433
4W6 .
[14. 681. 433
6.36 psi loss
F1 = [.2083 (100 )1.852(110 1.852 X 850 A.433
150 ' 51.9656 100
[58. 24. 433
25.21 psi loss
TOTAL DYNAMIC HEAD FOR THE COMPLETE SYSTEM:
60 psi (spk pressure) + 25.21 psi (traveler hose loss)
= 85.21 psi (traveler pressure)
85.21 x 2.31 —
196.84'
Mainline Loss —
14.68'
Elevation Within Field —
5'
Suction Lift —
8'
Fitting Loss —
5'
5 % Factor —
11.48'
Total Dynamic Head (TDH) —
24V I0435psi
Head at Pump =
233' 100.89 P6

BRAKE HORSEPOWER
(Calculations)
BHP Q x TDH
3960 x EFF
BHP — Brake Horse Power (hp)
Q — Flow (gpm)
TDH — Total Dynamic Head (ft)
EFF — Efficiency of Pump
-!BHP
r.�t�
110 x 241
3960 x .60
11.16 hp

VELOCITY:
(calculations)
V _ Q x .408
D2
Q = Flow Rate (gpm)
V = Velocity (ft/sec)
D = Diameter Of Pipe (in)
For 4" Line
V = 110x.408
42
_ 1
V = 2.81 ft/sec
For _' Line . V — ft/sec
For ' Line V = ft/sec
For Line V = ft/sec

CONCRETE THRUST BLOCKS:
(calculations)
Assumptions: 1) Thrust blocking design pressure is assumed to be 150 psi.
2) Soil bearing capacity is assumed to be 1500 pounds per square foot.
3) Refer to the attached Thrust Blocking sheet for multiplier.
For 6" PVC Pipe
90 deg elbow 49.2 x 150 - 7380/1500 - 4.92 sq ft
45 deg elbow 26.7 x 150 - 4005/I500 = 2.67 sq ft
Tee/Dead end 34.8 x 150 - 5220/1500 = 3.48 sq ft
Ground Entry 63.98x 150 - 9594/1500 = 6.40 sq ft
For 4" PVC Pipe
90 deg elbow
23 x
150 -
3450/1500 -
2.3 sq ft
45 deg elbow
12.4 x
150 =
1860/1500 -
1.2 sq ft
Tee/Dead end
16.2 x
150 -
2430/1500 -
1.6 sq ft
Ground Entry
28.8 x
I'50 -
4320/1500 =
2.9 sq ft
For 3" PVC Pipe
90 deg elbow
13.9 x
150 -
2085/1500 =
1.39 sq ft
45 deg elbow
7.51 x
150 -
1126.50/1500 =
.75 sq ft
Tee/Dead end
9.80 x
150 =
1470/1500 =
.98 sq ft
Ground Entry
18.07x
150 --
2710.50/1500 =
1.81 sq ft
For 2" PVC Pipe
90 deg elbow
6.45 x
150 =
968/1500 =
.65 sq ft
45 deg elbow
3.50 x
150 =
525/1500 -
.35 sq ft
Tee/Dead end
4.56 x
150 =
694/1500 -
.46 sq ft
Ground Entry
8.58 x
150 =
1287/1500 -
.86 sq ft

12.41
THRUSTBLOCKS3
Thrust Blocking prevents main fine from moving when the pressure load is applied. In ef-
fect, the thrust block transfers the load from the pipe to a wider load bearing surface. Thrust ('�.
')locks are required where fittings are used to change the direction (i.e., at all ties, elbows, wyes,
,:aps, valves, hydrants and reducers) of the pipeline. The thrust backing must be formed against
a solid trench wall and these fitting areas must be excavated by hand because mechanical
equipment will damage the bearing surface of the trench'wall.
The size and type of thrust block depends on pipe size, line pressure, type of fitting, degree
of bend and type of soil. In most cases; the -size and type of -thrust block will be determined by
the engineer. Thrust block size may be calculated by the procedures shown:
STEP 1. Multipfy the pipe pressure by the appropriate value shown in the following table to get pounds
thrust per psi working pressure.
.Pipe Line
Dead EndrE
or Tee -ow
0
45'
Elbow
22'/i °
Elbow
1 1/2 "
2.94.16
2.25 '
1.15
2 "
4.56.45
3-50
1.78"
2'/2 "
6.65.40
5.10.
2.60
3 .'
9.80.9
7.5'I
3.82
3y2"
12.8.1
9.87
4.99
4"
1620•
12.4
.6.31
5
24.70
18.9
9.63
6
34.8" "2
26.7
13.6
8
59.05
45.2 "
23.0
10
91.50
70.0
35.8
12
129.0
.0
98.5
50.3
STEP 2. Determine the bearing strength of the soil from the table below:
I Soils and Safe Bearing Loads ) Lbs._Sq. Ft.(
Sound Shale 10,000
Cemented Gravel and Sand_
difficult to pick 4,000
Coarse and fine compact Sand 3,000
Medium Clay Can be spaded 2,000
Soft Clay 1,000
Muck 0
3- Divide the total thrust obtained in Step 1 by the bearing strength of the soil; this gives
the square feet of area needed.
3rtain Teed and Installation
ode 40-22-16H
1175
2-15

Fipl -e p,
4A
r-,
Kamp-Ie 0f differs-nt arr-afgc„ents for- thrust blocks.

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
+ nozzle wear results in' an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will after the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and.accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged,
intakes or crystallization of mainlines. will reduce operating pressure. Operating
below design. pressure greatly reduces the coverage diameter and application
uniformity.
i
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper.application rates and.uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and.measuring flow at
several locations in the .application area. Any number of containers can be used to
collect flow and determine the application rate.. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located. randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular. to the direction
of.pull. Set out collection containers 25 feet apart along the transect on both
sides of the gun cart. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
'Reprinted for Certification Training for Operations of Animal Waste Management Systems Manua!

�'U, f'_ .', 614JO IJ. 14 )Aa }Ili, J:f t,,,Jj/ ".— 11Il.JItllY
J �7 1
MANUFACTURER'S CERTIFICATION
GASKET --- JOINT
PR200, P13160, PR125 and PR100 PVC PIPE
This (s to certify that iha products herein raferrBd to and manufactured by )1()R7H AMERJCAN PIPE OORPORA770N
meet or exceed rho requirements of the pertinent standards and regWating agencies as indicated:
MATERIALS -PVC; materials used in PR200, PR160. PR125, and PRt00 pipe, manufactured by
NORTH AMERICAN PIPE CORPORATION, comply with ASTM Standard D -1784 and are approved by NatlonW
Sanitation Foundation for potable water use. Pipe is made from a virgin PVC compound with a cell dassiElcation of
12454-Ik the established hydrostatic -design -basis (HDBj rating is 4,000 psi at 73.4°F. {23-Cj The Standard
Thermoplastic Pipe Material Designation Code is PVC 1120-
Pf PE —Physical drmenslons and tolerances of PR200. PR160, PR125 and PR100 pipe, manufactured by
NORTH AMERICAN PIPE CORPORATION, are within the requirements of ASTM Standard 0-2241, Product
Standard PS�-22-70 and the National Sanitation Foundation Standard 14. Belled -end PFtM, PR780, PR125, and
PR100 pipe made forgasket Joints by NORTH AMERICAN PIPE CORPORATION, meets the above specifications
including ASTM D-3139, WWte is the standard cam with blue optional.
GASKETS AND LUBRICANTS- Gaskets and Lubricants are cornpatible vAth the plastic
material in NORTH AMERICAN PIPE CORPdRATION pipe and In combination with them will not advernaly affect
the potable qualities of the water. Each gasket is factory installed In bell -end pipe. Gaskets and joints niw all
requirements for performance as specified in ASTM D-3139 and 17-477. All NORTH AMERICAN PIPE CORPORA-
TION gaskets are factory installed and have a steel reinforcing ring. {Locked -in)
FITTINGS--- Gasketedlfittings,supptiedbyNORTHAMERICANPIPECO]i pRATION,meettherequire-
ments of ASTM Standards, D-3139. Said fittings are approved by the National Sanitation Foundation for potable
crater and have working pressures of 200 PSI at 73.47 unless other rise noted.
MARKING PR200, PR M PR125, and PRt00 pip--, are marked as prescribetf in ASTM Standard
D-2241 Le. nomincl pipe size, type of plastic pipe material, pope dirnension ratio, pressure rating, ASTM specification
desi�nation number, rnanufacturefs name and code, and the- Nsltivnai Satnitarion Foundation seal for potable water.
INPLANT_TESTING -- PerASTM D-22t1:
1. Pipeshalibehomogeneous throughout and free from visibiaciacis.holes, foreign inclusions, and otherdefecL&
2. Wail Thickness, Outside Diameter. and Ovality - Once uer hour. Metheod: ASTM 0-2122.
3. QUICK BURST
Eery c�ig?;t r,ou: t�teythO(d: (A�S7t>�4 D 4 qua.
Y. FLATTENING- GyEiry �, �'d�lt 11:fE}I1 Method: ASTtVrJ'=L.: , .;.J.
5. IMPACT - Every eight hourr_ Method: ASTM G244-4.
B. EXTRUSION QUALITY- Every eight hours. Method! AST1yc D-21 S7
7. SUSTAINED PRESSURE - Twice per year. Method: ItSTf s D-1595.
r<sg, a
Er

�1uui
Ulu
1
IPS CLASSES -- PVC GASKET PIPE
ASTM D-2241
(Quantity figured on 20 ft. lengths -
PR 100 iSOR
41-
i
W619m
Pieces
BUrpol a
Tr1> doad
5[re
Diar11el w
Wall
f'er Foot
Bundle
Tlr, i 80
Pieces
2%"
2.875
.070
A02
188
12
Z=
44
3"
3500
-096
_000
125
12
I&M
So OOD
4"
4..500
_109
1.000
76
12
912
18 40
6"
8.WS
25
12920
392
- 7,840
.101
2,175
14
14
8"
8.&25
-10
3.,B81
24
__±o
4e24
242
4,840
18
2018
2D
4020
1b
2 15
10"
10.750
.262
.5,759
12
12
144
"OD
12"
12.750
.310
8" 134
9
668
98
1,o60
f
4
2Ce.
1 6
64?6
S
2�33
PR 125 (SOR 32-51
Outsi6o
suQ;a..1
ROOMH+rstSas
True kioa0
9+za
OlamoWr
Weft
Per Foot
Bur-1118
Tii=r,'Mm d
Places Fomve
e"
2-375
.073
-146
2S9
12
3 708
62,160
2vz-
2- 75
088
.506
186
i2
2 232
44,640
3"
3 SUiI
,1m
.757
I 725
it
1,5b0
30,000
4'
4._rZ0
_138
1.246
76
12
912
1o",240
5"
6.ice
28
12026
592
7.840
.203
2.770
74
4014
8 @. .265 4.514 24 :a24 _ 242 ?,ice
1 ; 18 2018
~
70.150 4- .330 �- _ 7.22= -- 12 �f •� i ie 2.890
ii.7Ex} 382 W.182 6 ao8 t `a 1,5B0
II
E-
2
L0i F
jt?+naCe f WBILhl P> s siXKi19L 1 Truckk3ae
umametC� Well Per �c•�
�8i.440
-- r.' -
I.9vu
07•i -
.081
- 274 _ 2W
4.28 _ 259
24
+.S!<
-
2375
12
3:108
U-180
2h"
2.875
.110
.627 T 86
12
2 ?'. z'
44.640
_13$
936 125
12
1•fSDO
30.t)00
4"
4"
.173
1..549 76
12
912
16-240
6"
6.525
2%
3371 ij 28
120213
392
7. '
.14
4014
8"
8-625
392
5 731 z4
4024
242
4,tc0
to
2018
20
4g=
1s
2615
_
10•'
M750
.413
8.940 12
12
144
2k..°n
" 12"
12 7;I7
.490
12.821 8
8o9
98
1. ?
4
2�4
� 6
5aa6
!I
9
2
_ I
Pag6 4 J7>Er abV%.@ VbAaII afro Apply fD Clews 3; 5 dxmu to, Wav rtitkness9s and MleghU PI3 !Vcr-1

9
1
1
4
LARGE DIAMETER IRON -PIPE STANDARD 0.D. PVC PIPE
• NAPCO is expanding Its tine of IPS OLD. PVC pipes • E iac k6d by NAPCO exWence in large diameter
to 14", 1 &". & 18'. PVC supply Knee, force main s, irrigation systems
* NAPCO PVC Preuure Pipes with pressure rating of a The deep bellsof the NAPCO pipe joint with loCked-
200 PSI (SDR 21 j, 160 PSI (SDR 2% 126 PSI (SDR in gaskats praaide unmatched performance. proven
32-5) and 100 PSI (SDR 41in years of large dinmetar pipe service.
• NAF. listed compound and pipe for potable aster
apprrcationa 1 PS CLASSES +- PVC GASKET PIPE
ASTM D-2241
(Quantity figured on 20 tL lengths)
I. P-S. O.D. PVC PIPE
SDR 21
Size
Outside
Diameter
Wan
Weight
Per .Foot
Feet Per.
&md1a
Feet Per
Trucidoad
14"
14.000
.067
18.770
120'
1.440'
16..
16.000
.762
24.836
120', 80', 60', & 40'
1,200'
1 B"
18A00
.857
31.424
120%, 80% 50'. & 40'
i ,000'
page
- riP 26
Outside Weight Feet per Fee; Ps
Size Dian ,etsr VVaOPFr Foot Bundle T:�c1�1�-ad
16'-'✓I?!! li'.5 ��25.65,31
246 1120. 20` Fr', 1::'i i ..=%'-• IF
.62? 1120'. 80' 50" F 4n.i,(?tf0' 1
k_. : t
Out -Si —do Weight j FNil Pei Fr-.t Per
Size Wall P9r t=001 3 L�iL'dilfiLl iiiF:.r,;i.u•�
14" 14.000 .431 12.344 120' 1.440'
16" 1 b-000 .492 15.335 120'. 80', 60% & 40' 1.Q00'
1 t3" I 18-000 .554 20.892 120', 80', W', & 40' 1,000' J
C
Size i_1L
14" -
16"
SDR 41
utside
Weight
Fem Per
Feet Vbi i
arneler
Wall
Per Foot
Bundle
Truckload
4.000
.341
9.857
120'
1 ,440'
6.000
.390
13.038
120'. 80'. 60', & 40'
1,000'
a. otw
.43910
1120',
90'. 60', 8 a

•� Jar, ' .5 �! .� ' .' : �,'. ; �i •. S � i
cp
`1
6
" L'..
Lbu
AW
N
�atic'��1•!f" �Ai7 �,��� 'L✓t rx�=b. �, �. � ;; :i- •+f�t•w-�. ;;•.
E
r , '�Z1N Ji , 1r.. • •� .,.
41 i'r
�r�1 Ike• � , T-�•' �=..f Y� `�x�.
:i S
lob
�'.i ..'�, ... r� "`[ .. ..�. �� -- - ►",sue.•-�-- '

treater control .more accur,le application of born clean and [his sensor w!fl automatically disengage thC: dr,vft protecting the
,vastewaler Simpler to operate the smooth operation of the six Reel Rain from damage.
ed gearbox eliminates Large selection of models. In an elfort to offer customers
need fo+ multiple belts the proper system for their irrigation needs. Reef Rain models are
'ar,'d pulleys while providing available in 29 different hose size ! drive platform configurations
t
It range of operating " Increased
eds. Within a high andspeed range
ry range there are three From 5 feet per
;needs for increased preci- ;ninule to 12.5
t
and accuracy in con- feel per minute,
ng applicalion rates. ' you have the abil-
4nowing and controlling ity to control the
appl!caiion rates have application rate
ome crucial wastewater Six speedgearbe Willi Reel Rain
3,,nagemeni tools when Irrigation equip
-ng to adhere to ever increasing regulalions Each mode! is menl from
dable with the standard 5.5 HP Ronda engine or the efficient AMADAS
Petton Wheel slurry INDUSTRIES.
turbine. The Pellon you and your
Wheel turbine is the ! Dealer receive Reel Rain Model 1375
:deal drive syslem for special attention from our iully equipped Service L Lpartmenl,
applying wastewater Each Service Technician is trained by the AMADAS staff enoin -:
!
o: slum• fruit' holding who designed your Reel Rain. The 1000 Series : =only 5A The
0'
STANDARD
` T!V ArrTiT]IE: C
drive Sys•.'!::'
,
A constar)l pressure
r
fer tension as the hose is'be+nC :eins ven
1A positive action lock down �-V,i--Ti :• _, r.;.
e wil! lock the reel in place whe:- slr!It!r,(::ur:
ieil as secure the reel for transnorl
A miswind sensor. Should r
6 Speed Gearbox f
11. i.o. r1c1viira
Automatic Hose Retrieve
Slop
Turntable I�
Reel Speed Compensator 1I
Safety Snrelding I}
Galvanized Gun Cart
Mechanical Hose Guide
• Three Year Warranty
Miswind Sensor
100
& fills.
17W Reel (loin
®� uan]er,ON SYSrE�*c it
Model
umber
Hose Length
Feet
Hose I.D,
Inches
No. of Acres
Lane Spacing Covered in
Feet One Pull
Flow Rate
(G.P.M-)
One Pull, APPlyMy
of Water (Hrs.) I Nelson Gun
Turbine Gas j and Pressure
-
Turbine Gas
1025
850
2.5
180
3-80
167 181
10.33 10.55
Sh 100"80 PSI
1030
965
.3.0
240
5-84
260 280
10.2 9A
SRI50/80 PSI
1033
850
3.3
260
5.68
360 400
7.1 6.4
SR150180 PSI
1325
1250
3.2
240
7:41
266 290
12.6 11.6
SR 150180 PSI
1375
1100
3.6
280
7.78
382 418
9.2 8.4
SR 150180 PSI
u!!;ino F1d. - P-0. Box 1833 - .,..
Phone(80G)539-0231 • Fax (it,
•;r.rnr),aSrNDUSTRfF,'� ,,,,

BIG GUN° PERFORMANCE TABLES U.S. UNITS
100 SERIES BIG GUNS - 240 TRAJECTORY"
100 T TAPER BORE NOZZLES
Nozzle
'5'
P51 i GPM DIA,
Nozzle
'SS'
GPM DIA.
Nozzle
6'
GPM DIA
Nozzle
65-
GPM DIA
Nozzle
7•
GPM DIA.
Nozzle
.75'
GPM DIA,
Nozzle
a'
GPM D+A
r4or�ie -•
as-
GPM DIA
Nozzle
9'
GPM DIA-
Nozzle
IA'
GPM DIA.
50
50
205'
64 215-
74
225'
87
235'
100
245'
115
256'
130
265-
150
273'
;65
2130'
204
300'
70
60
225'
75 .238'
88
250'
103
263'
120
275'
136
283'
155
295'
177
302'
t97
310'
243
338'
90
68
245'
A3 258'
100
270'
117
2B3'
5
;150
295'
155.
306'
175
3t5'
201
126'
2n
335'
274
362'
1tQ
>6
Z65'
92 276'
111
290'
129
303"
315'
t77
324-
195
335'
122
344'
247
. 355'
304
3B0'
'MraitaW only .rim F100 d SRtpO.
100 R RING NOZZLES
PSI
71 RING
.77 RfNG
.81 RING
.86 RING
.89RrhG
GPM DIA
GPM DIA
GPM DIA
GPM DIA
GPM M
40 66 206
78 212
91 2t5
103 224
tla 235
91 235
96. 240.
11p 245
125 260
141 270
BO 94 255
111 265
127 275
145 285
163 300
}
too
1Dp 105 270
124 2B0
142 295
162 305
lag 320
1
9 j
"The diameter of lhict is approiiimately 3% less for the 21• Irajectoryargle. 6% tess for le-.
150 SERIES
BIG GUNS
- 240
TRAJECTORY"
150 T TAPER BORE NOZZLES
100 DN DIFFUSER NOZZLES
iR`it" - ;i1:1'.z .:rt.-:
r :u...l;{�:z '1'-
Y :•1:ft'-'.il�g-
.1.. .4, 1��-sF.--�k4Y
v
,rfa:r,;_; - Sk?i1c+s�rF9:,I_r
5r L'=.S �:.� _-•"4'jZ `R"T•(:
4-�:;�:_�-:
-:.-r•:::�:-.�.
I':tr:wJ�.:.'�V'f.a
.. d44-.-a_'Y: •:
• - - _- i'�
'::� ��"y
P.S I.
' Nozzle
.7'
GPM DIA.
Nozzle
.8'
GPM DIA. -
Nozzle
9"
GPM DIA_
Nozzle
1D'
GPM DIA.
Nozzle
1.1-
GPM DIA:
Nozzle
1.2'
GPM DIA-
Nozzle
13,
GPM DIA.
60
110
2W
143
285'
182 305'
210 331'.
225
260
325'
355'
275
315
355
345'
375'
e00'
330
380
365'
395'.
385
445
380'
410'
BO
1D0
10
j i K.
128
290'
165
185
204
310'
330'
350' I
+43 310'
y
'5.7 330' }
290
375'
425
420,
235iam= 355'
�!L-47 T 5 F 35»5_ -
23E 37�
S00
440'
320 395'
RW r IMP WNfQW 111=
j 38$ , 420' i 465 44u• 1
545
460
150 A RING NOZZLES
Ring T
�
Rini ------
Ring
t A•nC Rmg
Rin g
9 ..- T 1
1pB"
t1B-
+2t- t34`
te1`
50 ; ;GG---..2a@: k . .'•130} Cg, 6$ .:.: --
165-285'.-
l
255_::- 32p:-. 300: •;:.' 335°-:.
t
Ir 's'r-` `'�ai i350:_
260' 143 280' I
:,5 ��?:
225 3+5"
275_ 335' 330 350'
385 365"
j ;3 _270�4;u�l�__,155.._.152
.. _ 31D'.
I 245_.. 330'
_
} .a295. 350'. } 355•...-
'- 2E 280- t65 300-
2t0 320-
260 34D'I 315 350' 380 380'
445 395' -
3D0' 185 320' 23`_ 3»[`
1 n D i 150 : 310*.43; r45. %� D �: j :.: 247.: °aso',=_:
290 350-
I - ` 3os r 7p'
355 380' i 475 4DD'
:I � % 7Q �" `: 39pt: .. I ... : A451A= �c'C470Y:
S00 415, '
_ a25:, i
- 3:5- 204 335' r
]F=
i20 .160
365 z00=c5 420'
1 545 435'
„ ,s aPoro.imareh• 3�t less lot Ine 27'
200 SERIES BIG GUNS -- 270
TRAJECTORY"
200 7 TAPER BORE NOZZLES
PS: -
'cot++e
1 OS'
ZPM DIA.
Nozzle
1.1'
GPM DIA.
Nozzle
1-2-
GPM DIA
Nozzle
t 3-
GPM DIA
Nozzle
14-
GPM DIA.
Nozzle
is,
GPM DIA,
Nozzle
16-
GPM DIA.
Nozzle
1 75-
GPM DIA.
Nozzle
1.9-
GPM DIA
70 :
770 360'
310
3B0-
355 395-
415
410"
480
430-
555
450'
630
465'
755 495•
B90
515-
l-
90
3+0
4f0'
405 a25'
475
445'
1 54S
465-
625
485"
715
505'
855 535,IIC
'
#390-350
3+0
430'
445 -450-
525
47o'605
495'
695
515'
790
535'
945 565'
1t10
590'
!n20 I
7551_
4
D
445'
4a5~•--465--
- _ 565
485 -_--
-655
5t5._
} _ 755
540'
860
560'
t025 590'
t2t0
620
200 R RING NOZZLES
.'
Ring
t $'
Rirg
1 ;' Rmq
I •.-
Rmg
I tin ^ Ring
I '.%, Ring
2- Rm4 .
-29'
ac+uaq
I1.46'
actual)
056' acmarj
ti 66-
actual)
{1.7a" actual)
(t.83- actual)
(193- actual)
PS.
GPM
DIA.
GPM
DIA,
GPM
DIA
GPM
DIA
GPM DIA-
GPM DIA.
GPM DIA
FO - -
250
340'
330
370'
385
390'
445
*to.
515 425'
S85 440'
695 455'
w
}'?IN
BO
790
370.
380
4OW
445
420' 1
515
4.0
590 455•
675 470'
8O5 490'
{a ;,
100
325
390'
425
42$'
500
445'
575
465'
660 480'
755 SOO'
900 520'
+ZC
355
410'
465
145'
545
465'
630
485'
725 SW
B25 520'
985 545'_
• I' i, ,: 4••n•t.• of iloow is approkimalety 2% less for the 24• I, ajecto'r angle 5% less tr me 2+' trajectory -angle
3iG r}UN' pertOrmance data has been Obtained untl„� meat tesr c tmO,3 )­ tnr. may be adversely alleCled by wind. poor hydriuli[ entrance [Ontlil�Ons Or Miter tanOrs
Nelson Irrigation Gorporar•rn -, .: .� ,�..•se �:a vgA...... ,;.o;+Ter condition. un4ormhy, or aDrwcatlon rate

�A
,i� .. -"=- :r`�`" •�:T�jt �-fir• -
- 3Rp
, S, P'E C 1. F I-C A,T 1 0 N S'
For 'Ifidustriai. Power Unit- Applications
012 V

ENSIONS FOR INDUSTRIAL POWER UNIT APPLICATIONS:
242�.
�wcnh)
NGINE DATA
:NERAL DATA
_............................................_...__.......................... 4020D
rnbcrof C}4sssdas — ---- - ..__........ - ......_.....-_-.._.._....................---._.4
c and Stroke---L(mm)__..... -................ ..._.._..-_............_...._..331
x 3.54 (84: 90)
-Ilacuncni—in3 (L)--.._-.-_--- ..._....................................._.........__.........121.7
(1.994)
Ipaession Ratio_.----- ... —......................................_._
..... _......................... 18:1
-a per CyLndcr—Intakc/Etirausi............. .........
.............. �...................-............. ._.Ill
:op Or�dcr.......... ......_.......................... ........... .........
...................................... .._.1-3-4-2
.bastion Systan..... ................... ........................................._........._....Direct
In'cction
-cT}pe............. .......... ........ ......................... ...........
.............. ............ln-lint. •Cycle
.:rxnk,ase Vent System ....................... ..........
....................... .................... Open'
mum Cruukasc Pressure —in. H2O (kPs)
........2 (0-5)
SICAL DATA nod, Enax iF i cc1 r.._ :,: si.d..na E4cu a1
in. (mm) ......................
21.2 (615)
[—in. (mm)
...31.0 (787)
t, dry (power unit--fb. (L,i... ..
__502 (228)
odudes flywheel do deetrie.')
o(,Gnviry Location
-m Rear Facc of Block (\-aus) -!n i!%:-'
..7 32 (186)
htofCrmkshzfi f1"-2sisl—a„ .::::,r
-0.18(-4-6)
,re Cnnuah (Z-axis)—in (r•,.-? ......... ..
3.62 (92)
,m Allowable Sraiic Bendino ,N-loolcr.: s-
r F7cC o(Flywhecl Housin, .: i , :: .; 1, (0m)..-,-..-.
159 (216)
Scaring Continuous Load ............
39 (28421
;YSTEM
ction Pump .................
...Yanmar
R.cgs(aeon........................ ............................896
mzx.
T)rPc.................................
Mee)uninl
sumpt'w n---IbAr (k-/hil.-..,.- ..........................................16.7
(7.6)
Ailownblc Fud Pump 5uc11011 Clnr. `, strm—in. psi (02) ...............1.13
(7.8)
Niacin Sme @ 98% Efriciencr
.......10
471ON SYSTEM
x at Rated Spced- -ps, M13)
.....59.7 (412)
c at Low ldlc—psi RPal .........28.4
(196)
as and design subim ,o change-ithout no 6a.
tDEERE
I111111fr=
32.2 in.
0
In Pan Oil Tempmture—'FCQ—...._._------ ._........ .... -...................................240 (1 I5)
09 Pan Capacity, Hig)"t. (L) ._..-_ __..................... ....................
6.0 (5-8)
Oil Pace Capaaty, Lvss L (L.) _._...--.-_.._........_...--_.
.............3.6 0-5)
Tdal Engine 09 Gp city with Fi)rcrs-4t. (I.) _.___.. ............ ...............
_....... 6.7 (6.4)
Engine Angulu Limits (Continuous) Any dircction--dcgrcts...... .........•.-----..............
.... 25
AIR SYSTEM
Maximum Allowable Temp. Rist Ambient Air to
E.rsanrInla—'FrQ........ __........... ....................... .
Maximum Air Innkr Rarricrion
...........i8 (10)
D om,-Air Onn:t—in. H.O (11p,). ........
Clean Air Cleaner —in. H2O (kPa) ...............................................
....................12 (3)
Enginc Air Flmv—fijlmin (m3lmin)...................... -... - .......-...--_..1
13 (3-2)
m Rccomcndrd Intake Pipe Diameter -in. (mm) ....................
1.9: f iD)
FX14AUST SYSTEM
cahaust Flow— r=amin (mjrnun)...................................
Exhaust Temperaruic—'F ('C)........................ ................I——
! 112 (600)
;.Maximum Allu%v3bfc Back Picssurr—in. H2O (02a ......-... - .
: _; , : __3)
Rcrommendcd Exhaust Pipe Diameter —in. (mm)...................... . ................2.36
(60)
COOLING SYSTEM
Enginc Hcar Relco'on—BTillmm fk1
1- _......
"tc't'
: - -
Coolant Flow ;alimin (Urnin)...............
S ' (• )
T)tcrmosurStan toOpcn—'F('C)................................... .
1610(71}
Thermostat Fully OPcn—'F('C).................__..... -.........
Maximum Watcr Pump Inlet Rusricrion--in. H2O (02)...
at (10)
itsginc Coolant_ Opacity--qi.(L)..............................
_.
Rcrommendcd Pressure Cap—psi(kPa)................................
Maximum Top Tani: Temp—'F('C).... ........... .._.......-..........
.......22E (105)
Recommended Air to Boil—'F('G.................................... . .....
...__ I I7 (47)
ELECTRICAL SYSTEM
Recommended Ban cryCapaciry (CCA)
12 VohSystcrn—amp................................................ .....
.600
Maximum Allocable Starting Circuit Resistance
'12 Volt Sysicm—Ohm..................................
@ nn 17
Starter Wing Current-12 Volt Sssicm
at 32' F (0' C)—arr,p...........................
DEERE POWER SYSTEMS
3801 W. Ridge+s7y Ave.
P.Q. Box 5)00
Wvcrfoo. IA 50704.5100
Phone [phone]
PAX [phone]
Z&
JOHN DEERE
INTERCONTINENTAL, GmbH
400 19th Street
Moline, Minois 61265 1388
Phone [phone]
FAX [phone]
;rho in U.S.A t9b 031

30
10
9
BERKE L E Y PUMPS CURVE 4117
DATE 1.27-89
TYPE "B" RATING CURVES PAGE 0.51
ENGINE DRIVE SUPERSEDES
.4.) Curve 4117 Pa 0.51
Dated 9- 1 -88
ti
G.I. L-1026 L-1026 VARIOUS OLP.&L
C. I. M-1602 H-1802 c. 9" full T.O.S.L
--wr—
w -40 1
op
SEEM
ter
rAWM
30
20 r
0
DEL

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Plan Amendment to Include S&WCC Chronic Rainfall Practices and Standards through March 31, 2()00
1. If this facility can -comply with its existing permit and CAWMP it must do so.
2. Temporary Addition of New Sprayfields (*) (Check appropriate boxes.) I M. ,
0 A. acres of cropland. List crop types used:
0 B. aeres of hardwood woodland @ 100 lbs PAN / acre added.
0 C. acres of pine woodland added @ 60 lbs PAN 1 acre added- '
3. Summer Perennial Grass (Check appropriate box.) _
1] A. Applicatioh window extended for acres of perennial grass until first killing frost
[] B. An additional 50 lbs of PAN applied to acres of ial grass prior to killing frost
4. P/ N Application Increased for Small Grains & Winter Grasses to be harvested. (Check appropriate box.)
A. PAN application increased up to 200 lbs per acre for.9-1tacres of small grains or winter grasses to be harvested.
0 B. PAN application increased up to 150 lbs per acre for acres,of overseeded summer perennial included in 3. B.
5. Waste Analysis (Check appropriate box.)
[] A. Prior fa December V", 1999 the calculation of PAN will be based on a 35% reduction of the last analysis taken
pi3a to the first3l5 year 24 hour storm event (Current waste analysis must be used after Dec. I" .)
". Use current waste analysis to determine PAN. y
6- Required = Maximum Nitrogen Utilization Measures for Small Grains and Winter Grasses.
A. Use of:higWl seeding rates,
B. Timelyhai*est of forage to increase yield, and
C. Irrigating during periods of warmer weather.
7. Required - Irrigation Management Techniques to Reduce Runoff and Pondina Potential -
A. Making frequent, light irrigation applications, and
B. Not irrigating immediately before predicted rainfall.
8. The owner I manager is required to manage the movement of animals to and from the facility to minimize environmental
impacts, ensure compliance with.the facility's permit and'amended CAWMP, and avoid discharge to surface waters.
9- Authorization to use the additional practices included in this amendment expires if a facility discharges to surface waters.
Any discharge is a violation and may result in an enforcement action.
10. Tne owner / operator is required to keep records of all waste applications.
I I . This revision must include a map or sketch of new land application areas.
Facility Number 2 - � �
At r Y vn
-- � S
Facilit Owner / MAPagler Name (PRINT)
Facility Owner I Manager Signature
Date__ ^ T
rv,rv����5�nn1�Z
Facility Nam
e -e-� e�
ect s
�echnical Specialist Signature
- Z-) -�
This document must be filed at the SWCD office andr e attacl�6d to the facilities CAWMP
and be available for inspection at the facility.
(*) New temporary sprayfields must meet applicable buffer and setback requirements. Waste must not be applied to wetlands.
11112/ 1999

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
Linda B. Wells
Jimmy & Linda Wells Farm #1 &2
7163 S. NC 41
Wallace NC 28466
Dear Linda B. Wells:
1AIV 21
INFWA
IT � •
anhmw�
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 31-363
Duplin 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. IRR1, TtR2, DRY1, DRY2, DRYS, SLUR1, 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.
Sincerely '4
Ken T. Stevens, Director
Division of Water Quality
cc: Wilmington Regional Office
Duplin 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% recycled/10% post -consumer paper

Revised April 20, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number 31 -3 &3 I Operation is flagged for a wettable
Farm Name: �� �^^� ,4 ��'^�� ��4Z acre determination due to failure of
On -Site Representative:L; �(a WO 15 Part 11 eligibility item(s) F1 F2 F3 F4
Inspector/Reviewer's Name:.--',. WqAr
Date of site visit: (ILZI L91
Date of most recent WUP:
Annual farm PAN deficit: 1 109 pounds
y
�perafion not required to secure WA
determination at thi fime based on
exemption El E) E3 E4
Operation pended for wettable acre
determination based on P1 P2 P3 .
Irrigation System(s) - circle #: 1. hard -hose traveler; 2. center. -pivot system; 3. linear -move system;
4. stationary sprinkler system wlpermanent pipe; 5. stationary sprinkler system .w1port2ble pipe;
6. stationary gun system wlpermanent pipe; 7.-stationary gun system w/portable pipe
PART I. WA Determination Exemptions (Eligibility Ta—Hare, Part 11, overrides Part I exemption.)
E1 Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
E2 Adequate D, and D�D3 irrigation operating parameter sheets, including map
depicting wettable acres, is complete and sioned by an I or PE.
E3 Adequate D, irrigation operating parameter sheet, including map depicting
wettable acres, is complete and signed by a WUP.
E4 75% rule exemption as verified in Part 111. (NOT E:75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part If. Complete eligibility
checklist, Part II - F1 F2 F3, before completing computational fable in Part II1).
PART If. 75% Rule _Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination.required .because.operation fails fine of the.eligibility - -
requirements fistedbeIow:
_ F1 Lack.ofacreage;whichTesuftedinaverapplicafionmf:wastewnter(PAN) onapmy.
field(s) accordingtto7arm'sdasttwo--vears mr-Imasmon-xecords.­_
F2 UnclearjIleaible,-or lack of -informationlmap.
F3 Obvious --field -limitations -(numerous-ditches;�aiiure:-fo:deductTequired _.. _
buf;erlsetbackacreaae;-,or25%:offotal acreaoeidentmed:in-LAWMP:7mciudes
small,-irreaulariy•shaped fields -fields -less than -5acresfortravelers-Dr_less :than -
2 acres for.stationarysprinklers).
F^ WA determination required because CAWMP credits field(s)'s acreage -in excess
of 75% of the respective field's total acreage as noted in table in Part Ill.

1 Revised April 20, 1999
Facility Number -
Part Ill. Field by Field Determination of 75% Exemption Rule for VITA Determination
TRACT
NUMBER
FIELD
NUMBER'S
TYPE OF TOTAL CAWMP
IRRIGATION ACRES ACRES
SYSTEM
FIELD
COMMENTS3
i
1
1
l-
I
FIELD NUMBER'- hydrant, pull, zone, orpoint numbers -nay be used in place of field numbers depending an CAWMP
and type of irrication-system_- If pulls, etc. cross-norelhan one field, inspectarireviewer will have to combine fields to
calculate 75% field by field determinationfor exemption; -otherwise operation will be subject to WA determination.
FIELD NUMBER- must be clearly delineated on -map.
COMMENTS'- back-up fields with CAWMP acreace-exceedina75% of its total -acres and having -received less than 50%
of its annual PAN as -documented in the ferm's previous_two years' (1997 & 1998) of in ipationze; ords,-canne serve-as,the
.,sole basis -for requiring a WA Determina#ion::.Bac:k-i1Dllelds-must1}e-noted in the -Comm entze-cuonand musLbe accessible
by irrigation -system.
Part IV. Pending WA Determinations -
Pi Plan lacks.followinoinformation_
P2 Plan revision -may:satisfy75% rule based on adequate overall PAN deficit and by
zdiusting -all fieldzcreage_to below 75% use rte
P3 Other Cie/in process of installing new irrigation system):

t w
a /
0140 6J
State of North Carolina 0040
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 FacilityName: Jimmy & Linda Wells Farm #1&2
1.2 Print Land Owner's name: Alton J. Wells l i ►nd0. Q - W aLs
1.3 Mailing address: 7163 S. NC 41
City. Skate: .Wallace NC _ Zip: 28466
Telephone Number (include area code): 910-285-5276
I A County where facility is located: Duplin
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads_ Please include a
copy of a county road map with the location of the farm identified): On south side of Hwy 41, approximately 5 miles west
of Wallace.
1.6 Print Farm Manager's name (if different from Land Owner): Linda B. Wells
1.7 Lessee's / Integratoes name (if applicable; please circle which type is listed): Murphy Family Farms
1.8 Date Facility Originally Began Operation: 12/01/93
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: _31 (county number); 363 (facility number).
2.2 Operation Description Swine operation
Wider to Finish
3648- Certified Design Capacity
Is the above information correct? yes; Fno. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum num er or which the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
Wean to Feeder Layer Dairy
Feeder to Finish Non -Layer Beef
Farrow to Wean (# sow) Turkey
Farrow to Feeder (# sow)
Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 5128/98 Page 1 of 4 31 - 363

4
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 38.26 ; Required Acreage (as listed in the AWMP): 38
2.4 Number of lagoons/ storage ponds (circle which is applicable): v�
2.5 Are subsurface drains present within 100' of any of the application fields? YES or(XJD (please circle one)
2.6 Are subsurface drains present in the vicinity or under the Iagoon(s)? YES or IQ (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
&or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? q�
What was the date that this facility's land application areas were sited?
3. REQUIRED ITEMS CHECKLIST
Please indicate tl"-you have included the following required items by signing your initials in the space provided next to each
item.
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g.. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every Iand application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
Applicants Initials
FORM: AWO-G-E 5/28/98 Page 2 of 4 31 - 363

Facility Number: 31 - 363
Facility Name: Jimmy & Linda Wells Farm #1&2
4. PL_ ICANT'S CE!RTI/FIC-A/TION:
(Land Owner's name listed in question I.2), attest that
this application for !� .L(.{/,] 14 2—
{Facility name listed in question 1.1}
has been reviewed by nt and is a urate and complete to the best of my knowledge. I understand that if all required parts of this
application are not com leted and that if all required supporting information and attachments are not included, this application
package will be re e11 to a as in om'p'le/t'e/_
Signature _ . W1166 T Date
5. . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I,
(Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed'by d­is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 31 - 363

DIVISION OF WATER QUALITY REGIONAL OFFICES (1/98)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rut! --
Graham
Swain
Haywood
Transylvania
Henderson
Yancey
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Buildins. Suite 714
Fayetteville, INC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
(919) 946-648I
Fax [phone]
Beaufort Jones
Berrie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Ciulituck
Perctuiman5
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone] '
Fax [phone]
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln
Brunswick New Hanover
Bladen
Richmond
Cabarrus
Mecklenburg
Carteret Onslow
Cumberland
Robeson
Catawba
Rowan
Columbus Pender
Harnett
Sampson
Cleveland
Stanly
Duplin
Hoke
Scotland
Gaston
Union
Montgomery
IredeIl
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone] -
Alamance
Rockingham
AlIeghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-G-E 5/28/98 Page 4 of 4

Animal Waste Management Plan Certification
` (P)-1,c t<ro.4 or print ail in(ior�:s tieyn rl:;t[ tine; not rejuinr :1 siznnw,
E�i�rirl� . or sIz«•. or Expanded"= (ple:Lse circle one)
General Information:
3 1
`, - a_ : �rm:� ,,.r,.�
l� ll�-
o_v,.�.s 1
_Fzlc;ii:v `a: 31 -�
- 0wre7(5) Name:3 t %C%
vJQlls
v`or.-- No:0 S Z`1 L�
Vlail _ ,z S -dress: 1
1riL
�tL� rr. r oCC.:fan:
C43C_'r1[. F'ar;,7 is Ioc:1. d in:
La{_c+?de �,!d Longi[uda:S4J
44 '4I
_ r
Please aC:1ci3 a ('S)aY of COL'fiCV
road mad widi IOC:l[ian ide.1[itled and diescriC1-ve o« (332 SL),'-t -C: road
names, Ciracdons, milepost,
5 +- -�-rr� richL- t��l .5� ��l�l . �.l I.�i•1� �- K�,rr� OriV] 5(37-,y
Cam•• �„ �aroa 5+�,r, .� �..s-,n �.� �.� ��� [�C ti4\ 5 �- c� \ .t� �-•�-1� � �c r,,.. �r�k� _,,.� ..
O ner'aEi6Q-Uescr )o tiorl:
l ;O.f Oj swire
�r-= _�=: iv `:fish 3Lo4•� ,
...-_ u =f :a w cart
to =__tie.
G:: rs
7a
Type or ?aulir,.• No- of.;nurwfs i. e Ora —de OVO. Of "Aintafs
j Puliets ?e.:
RECEIVED
Other octir'•�(-� €Tl(SEC;�"fir�rrer n:rrcls:
JUN 3 01998
._1..5.�?�__^�. JC.:.... Inm L7_s,?Tv 2'V�=
r:_ _ zilzble fOr A001,Cluca: 3s .ZL-0 Required p:
`u=!.-_. c. r -gocns I Stom,e'cas i o t Croaci:;r: r101 y55 -3 G_bit . __. (:�)
—re 5c:su:- : drzirs present on _= fL YES or `40 (pletee c'_-ct= Uric)
If _ subsurface d, .ins pre:_.^.t in the area or the L-kGOON cr SFRAY F M L D (Ylzzse ores
------M—as Y(}Y`-4----------- Iw XXa�a+.c Mfi it l.t].aF.l to r.raa]a aKYJw iy i�Xl4 i!irHr Xs.ww XXrawwwwfaw aaw was a.'is i111�141; sI T.R
Owrier / Manager Agreement
i rt�4; •;e::fv dmii all the above :a;omarion is "arrest and will be u d t.•{ ugOn c: an�:n�. 1 (..e) rind:! st;=d the opemron
.d _ ^arcs prose turns in t:5c acproved an
i::tal :vast_ manaRcmea[ ol=n for tht :_-:i nnrled above and
irnpo t: ncnt ciese prose+.4ures_ I (we) i:"]ow that :nv a :_zarsiun to the e-:seine desi_-n of the w2s:1 utz=ent said
SCOmx'_ s=-Stem or construc',don of rtw facilities tviil rttluire a new C_:'dticution to to Si: -,.EE:'j to the Division of
Mana_s.Yt::rtn[ beers the n'.+v ani=w1S 5ttxk__- I ( c) undo su-nd that Lc r,;;:s: Ec so diseiicrsz oc
IniZ7.2.11 u•ZSt-2 t:Ont the sior.Lt or apoliCadon ivszd.^.t to surface w2t::.j of the S=pe di:.'=_!y a
con•: a-: '.c- or from a sLOM-t ' _._: [ less severe tarn the a -yeah 2—'hour storm and Lt.= n�[ rot be s-�in-off from Eh:!
of :�nirnal wzste. I (+ve) unt1d.-,,s d diat run-off or pollu[_nu trust loung:ro z.d hez-vy us: arr-s must bit
M1 :._...r_.. uiine develoced by Ltd :Xatt;^L Cons2;s-atiOn Se_- ce. ins It crpred plan will be
t:le•' at fr_ut and at cie otnc:Of the lucai Soil and wate: CUnse:-:ation Disu:ct. I (ti.s, :mcw Lau any m0dificatio
must b= approved by a tech: c:d spe_iatist and submitted tv t== Soil and Vat_: Carst~.aden District prior to
i.mol_-:c^ Luon. A chance in lad o va: s brio requires u-nizen nos :cation to DENE or a ae:v c_ --;fsclden (if the approved
plan, is cn ^grd) within 60 days of a tide sut'en
_`arne of Land Ow er : -� MY . 'A . WQ-1\S - --..
tiamz of tilan serif dil
Sl mature:
.-k1% C -- Au;;u5t 1. 11)9
Daze: 1 \-11 _ol
C frorn Owner):
Date:

Technical Specialist Certification
I -k5 a technical specialist dt;i: nccc:I by the North Carolina Sail acid Water Conservacion Corzmissiun pursuant to l;
NC-ZC 6i= .COOS. 1 certit'v that L+ e anirnal waste maraee;nenc 5y'sttrn fOr the farm n vaned aloe has an animal waste
manageme^c plan chat mcecs or :xc_.ds standards and 5uccificntions of the Division of En%-ironntennl -Ianagemerc
(DEN) Is spt_ificd in 15A ivCAC 2 .0?17 and the E:SDA'--lacural Resources Conservation Scr:-icc (vitCS) anchor the
LNoc-,h Ca.-31ina Soil and Wat.: Ccnscn-ation Commission pursuant to I5A NCCAC'_:i.0317 aid 15A 'NC1C 6c= .0001-
.0005. T t t: foiiowine elements are included in the plan as aoolicable. While each cat:oor-+dtsi:r_:ces a tecanicai specialist
who =,—Av sign each certification (Si], Si. WUP, RC. 1), the technical specialist should only c_.^.fv pans for whicre
h they a
techniczily compe:eat.
I1. Certification of Design * 5rre -Al e,oLy
A) Collection_ Storage. Treatment Svstern
Greck Mr. approprfare oor
E.vistiria facility wirhaur retrofit (SD or %VL'P)
Scoratze volume is z'w+_uate for operation capacity; storage eavabilie: Consistent with wzuct utilization
r'cd:uir_mcttts.
�New. exnanded or retnFated facility (SD)
-zim ai waste sutra?= zn:-' =-ient strc:ctures. such as but not limited to toilet on s s::: s. lagoons and ponds.
have beetl designed to ae.: or exceed the minLm= stand---r ±s and spei'ificad ns.
Narne of Technical Spec:alts (Plewz Print):
B) Land Acolication Site (`Y- P)
aia.^ provic!es for is ^�Z se=ations (bur':crs)-, adecuace amount of
sui,—�bie for waste ma.^aye= eat hydraulic =d nuLricnc loadine -acts.
,4;i1l tlf!►�+
f+�i 111 11Y
Marne of Technical Speciaiist��`'`e sa Pt-inc): `c 'pe k
?� =_.,an Date Work Co=iete-• tl-
Phone NLIAF�kL�),
Dot'• /c3Z.T :z
C) RL, not Controls from Exteri
Cited rh . anproprfare box
.ice r,IS;fHry wichour exte-car lots (SD or W P or RC)
i t»is faLifitr Mots not rr.W..^t any exterior Iots.
acuity with evertor lots (RC)
,%i_ahbds to mininti.ze the run off of pollucancs front Ioun_sing a-nd heavy use arrasr_ k :ln des ;ned in
acc:,rdanc= with tzciair? standards developed by `FRCS.
Marne of Technical Specialist (Piece Print,
ffii adon Iry
Add'iess (AaP
I997 3
crop is
:ice Work Complete,,: l l - It
fin—
P \ io.kc31� z�`i - u ► ►
Dst�a

D). Atanlication and HandlinZEauiomen.
Check rlie uJorooria;e bo.r T
�S--ia:ir -7 nr nn rind ` •ilicv wick eCicrinn w-lo;r ilnnlic r-nn r i tri n [LL'L? or 1)
An.nial waste aophcaeon -auipmtnc sec--it-IL-1 in Lt:e pi_n has beet eid:e: tic!•+ c:librc-i: or evaluated in
accordance wish a :is4a; Litsign chl z anti Lablcs and is ablz to aDplV was:! _s rt,:!SSS:ry to tic=fat imadate L��e
v.;sce-ia:.a;e ze :c p:L-1: (_x.5 aaplication a t:ipr.:e e=n corer the are_ r.:+s_�_+ by cae Olin at rates not to
eCC__d e:Oe. G:t SC.--. ed bvd:..-auliC Or-IuLrcnt load!ins rmcts. a sCbe•frile f.r r. of aao iine lira°_oils has berm
_
es:ablishCd: r:ar:- d t ;e s c`r. be ma.:rc tined -and caiicr?con and adjusL=.erc a^i ce a.rcon�Ced as part o
r
\ztv e'niiR -2 nrtnis;nz rn+lit -_n2nIjr + rrSn e T rtentrtrt.r?vSr-s7' R M
,knirlai waste aep(ica',oa tnuioc:e:st 5pecis _d in Lte plan has bcea desigae•_' co spiv dvaste 2s ne_ess—V to
accommodate L.hc Waste maeagemenc plat: (proposed application equiDftlent czi c^.vet to are= required by the
plan at rates not to e:__ed :i+!=e: the s17CCified; hydraLlic or auaienc loading r..ces: a sc. edui= for tiasiag of
acelicaduns has bz_a is=bIL'aed: reauired buffet.- cnan .-e rlritstained: calibrt_;oa md:Ldjusm.:ent suidance are
c:3nuired as Dar', of tt ;iaa?.
,Ne'.y._e�nnndie! nr e.'.'s_i:.^.?_F:lCHryydr-hour �' :�t!f10 ;Tflet� smLifeition eggi er e—t ?{sr Tinyyirr_dinc net){ risin',
-snmy irrizny en. (WU? Ceti") :
Aniraal waste acclio__on ecuicnenc specitied in the Yi .z h s be=n sale::e'` L-o a^piv a; necessary to
ic:0.=IOLL,m the w<<,_ ZtZIC:IC Vi :.^.: ( rOC�Sz•j aoCi_.:_dan eauiumem:= _N- +fie e.*w r;qui.r d by Lie
pic.-t at rates not to ex._.. e:Lbc Lhe specif:ed_b.Yd . ='c or nuL"it-nt loath^! ���: _ sche'rr:lc for timing of
acplicatioQs has bee- a�ebiis; ed: reaui:Cdti, tr} � •' .zinuined: r_licr__ca .�'_' ad!jds�:.e^t ?uid3tice a�
C3ri��'nCd as .7L?rt tat LC- �i=)- ,1� {)� y- -C .'!l :S,
.Name of Technical Sne_.i iis,('a'e?5'. P~
_-e Na.:sr4-zg(- 11-1d
E) OCOi Conr= ot. Irtsec: Cent-aE. 1 EamaIlty-�Ea*_,o±anent anti Emerz?ncv =.c-ier, ?at: (SD
SI. WUP- RC or P
:i4, fvr L,is faCL'ir'r in.'L ZS a �.v �S:t 1r1`Snaet::.ent Cc;cC"-. 1 C V:k_SL an Inse=t
Cor,,1:31 CEie�tiist. `+=Iet:mCrt C _C`Lsi =L! am c''C.". -- Ct7L' = of both odors and.
._:Saz s have bee:l evalr:.:t_- .-1= =srec. to t_is sic_ and Bast ? �cd_ -o `[itti»:i== Odors and Best
races :D Ca. L-}i irsecs have be... se __. - a:-.d :ncludec in _. ... _ `plan. Botts the
`+ -i - r a!=! ; f- _ 4 — -p.... - 7r-- +. :C'. 4 .— ie tnud by this fac lir•.
lOi.�itV ti'�u12� ,... � ::....:. �:L' u.e ::.•1 . _ _..0 f • �-�I n a��C� .i..� - .
t ant of Technical Spec?ai:sc (?:ese Pr:' c): rL('
i_�_on MFF / %� Dam ivor Cc :_��'� I �7
Add. = °.`.c'_ Na.
S� {c•ti?' •
�alq 11
F} or Expanding S«ine Farm
The foliosigzarire block is arJv .o be used for new or e:manci. g swine far..s after June
2I, 1996. If the facility w:ts bull: before .Tune 31. 1996, -hen tir=s is constructed or lzs:
exuanded f4 D
v e C!:-if-. U;a w _ ,+,;_ -d ! tyc: by c,:d ed a- i nina ee.:f c --,:n r.d ^dI roee_.-r owners
I ( ) a t i ( ci ba; _ -pet_ o can a: adjoi _ � p'
Who a -. prcccn.v located ac=-,s ; public mad. street or :::cb%vaf : _m. this new or ;par i:.w, s-1n c fa.-ms. Tar notice w-as
in cor..oiir=.r_ wick tic of SCGS 106-303. A copy oc Ltc coact and a list of tz - -e:-v a-rcrs notified is
Name of Land Owner:
Signz.ure:
iti arne of ivlanager (if dif .-:znE fcora oarne: ):
Signature:
Date:
Date:
s

III_ Certification of Installation
- A) Collection. Storage. Treatment Insra.iiation
New. exoanded or recroracc;-d [acilicv (SI)
;knimsl waste storage and treat_Tenc sL-L ciums. such `s but roc limited to lagoons ;tic! cones. have been installed
in accordance with t~e approved plan to mz_c or c.tcz!td the minimum s=idw-ds a:.d scdC' car;oas.
- For existing facilities without retrofits, no certification is necessar%
,,tti►tiu�irrrr�►�i
tiarne of Technical Specialist (PlezLse Princ): I
A fiHado n 1+ii uzf,4,1 5A m j t_�j F A>Z%_ S _- D;lea �}.' �S Iz�� 8 _I 9
Address (Azency)-P0-30y.7 G SE456 _ I t�`o_ Z89-2})
B) Llncr n6lication Site (WL-P) �'''►+►,1„r1;WO
Chic, its aaoraaric:e bas
The crown° sysze w is iP. place on all lu-nd as specLiied in the _nin z3 vve ,,a management plan.
Conditional Approval: all requi.rtd !and as spe-i-ed in Lhe plan is c!;!=-I .,,-,ianene: Eh:: raopoine system
as SCecit:td vt::i__tion plan i:s not beta es-m-blisaed and tat otter-. :s committed to establish Cie
veae, lion :s s;e.'.:?ta in tine p[a_n by (monthldcyi•:t_";: tee proposed cover c:ou is
appropriate for cow;,F.=._ with the don pica.
.l Also ch ec*'-. Cais box if atmrooriace
if L2e C: cm'me sysa:n as sceCi ed in the aina cis:? noc be esmb€ished or. a.q'iv c:= d land within 30 days
or this sc owner has co=icted to ts;: biish an inctr.:n crpp fcr_nsion contra):
N=e of Technic ai Spe�aiist (p?ese P: a,:):��nta3 �Je t`o X C..1,0
ft-I=-won r.,:. Date Wort is —U -,%L -�
Ad, dr_SS ( Seer c�
Sim a_tre:
This folio ure block is oniv to be used when the box for conditional approval in III. B
above hasteen checked.
=—ify Chat I (we) have commim:d to esatblish the czoppinv s}'seem as speciti--d in my (our) umste utilization plan.
and if appropriate to esmbiish t: a int. im ciao for erosion cony-ol. =d uzIl submit to DEN, _ ve- itcadon of completion
t:vn a Technical Specialist within 1J c_ltndar,fays following dic tape specified in the cerdidunz ct-rduration. F (we)
rra.lize plat failure to subra t this .e ii-.,=Lion is a violation of thr wa..sta manaQenienc plan --nd wiii subjec: me (us) to an
czforctment action from DELI.
\acne of Land Owner:
Signature: Dace:
Name of NIana;er (if d?float .t from owner):
Signature: Date:,
A%%_ ✓ -- Au^uyt t. iYY, _Z

C) Ftinnrr Controls rrom Exterior Lots (RC)
Facificv wich exterior Eats
l(:Lbvcii to niinimiz= LIc run off of poll4tanL5 truri lounging and heavy u,e �•c1i ha:_ :-_- irl;uliccl as spCti<<t.+
in the clan.
For fac., es withortc e stet-ar lots, ro eerrifrcar,'on is neceser,.
Name of Technical S 'ecialis (Piece Print):
=_IiafTon Dace Work Coma,!!,--::
Address (Agency): Phone No.:
S ieraicL're: Dace:
D) Auolication and Handlin! Eauioment Installation (-VVU-For I)
Clre_ C fire Cocracriare block-
*"Aniatal wuce aCGi;=don and handling equipment s ecified in the plan a on site and made• for we:
caliora-don and =!ius=cm Glace^as have: be_n provided to [fie ommen and _re _;,rains! as pa.Z of the plan.
.? animal -aste acoiir_don and handlin_, equipr enc spe_i-Cie l in dt4 plan h"- antra icsmMcd but die owner
- —7has. proposed leasir e or third party anplic_don and bas providcd a signed Mnt._c-- t•_u:pment spe•4uiCd iIt
tht Cantrac: asmts :-'[d� the mquir-'me.ILa Of Lie Pl=: mquird'! bu[f_n = bn- mzi:.t`-m.—, . cztibradon and
adjusu'n_nC st:ic'=^c_ have beta provided to CSC owners =d a.-- ccnLai,-ted z; pzr of tht n.
Conditional aoeravai: At ismia+
bc_n rL-c <<ed and v-ill be on si.e
= ase to hold to wzsa -- tlndl Lhe
acCQrd.xnc_ Gi.1 t.L- : -zcinz sv5tz=
eecn :o _- o«re.; r.nd Lnel
Marne of Technical S ee--i li; (_ le=.�e
= _ ',=a=or: M . C'Levrs Ac»
waste �ep[ic_.it�tt and hardline t_eiGcc t:x_..cc, in the plan has
and irs ; Ei�d b�' (C:GG'=1'_rl 'c.`:: t :!"— is adeUunte
ecuic4;e:ic :s Lrs�led and und. lase c= ze l:nd aooiied in
cu it�+r: t.' a =[atl: and criib sui't_anc: have
*'�..5^+(��''.,�j
ate tVor Corar'e•��'_ tlf ra 19-1
.?0nee .NC.: 9Id - - i rin
Dug: It 11114-1
v '. -. P ........ �4, -%-
T'be following signature block- is only to b214 4�i�`t=`ts box for condidor:mot ?:;Qro.af in III D
above has been checked. - -
I (-ve) ` a e .^. mi ed ,r- r "ill =-d `.=.r a- o e• menc as
( ..� �_,• tiat I , - r• C7 r: to vL �::25z L.z � .._.I �y-�5[Z 2u(3IiC:.i.CtI ,L..B_ Jt.lC
1fI %Zv (Gttr) waste ii:��=C�^s -� r �Vli L:'"!r:.. t v' +-i i -'e Meyer. ark tailaeto P.
e t Qlw. and l s� o DEM a e..,.�_c:oa ei �.. ^d ins
r.-orz a Tech--;ca3-Ste•_ 'Mist wid--=:. 15 calerdsc days following L:,. Liz te spedied is tine =nd'::d0nil cr:-,itication. I
(We r`_I y f,,-i i , ��� e-IS a ' .4 z:-c � v"� mza v n, Ct�'1 .=--d- wiII sUbje 6 r,-'d
iz ��ac � "It.rc [o st.anit •s 4 . tt: chart s a • ot- _cr•. c_ �.e � .ste ,�....a,c:=te..,
(u.5) to a.R enferccmeac actdOG uou Dcti'1.
`ane of Land Owner:
Signatur e: Date:
Mane of Manager (if diff2nmi Crom owner): -
Signature:
Dat.•
E) Odor Control. Insect Control and Mortalit.- Mam=gernent (SD. SI. VV2.?. RC or I)
`id•..':CC_'$ to control odors and inserts as soccifled irl Lhe Flat ;hare been i=zJlc=1 zrd. are oce.-Ydoaal. 'ire
=Gri.11:: J t:aaI1ae;[1Z IC Sti'Sie^,: aS 5ir=iL`Zd In c2hC fll�jh?s ZSo be-- ajI' g1led afd iS C. -i cn'�t.
`arrte of F e liniC� QeC: ai15t (FIe'1S8 -i L): I i►�4t
Work Corple:_•-: f 9 7
Phor.- No.:
Dsce:_Ld__LdLl
ANVC -- Au�;iut 97 -

Please return the completed form to the Division of Water Quality at the follo%sing address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality
Water Quality Section, Compliance Group
P.O. Box 29:535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy
in your flies with your Animal Waste blanagernent Plan.
WC -- Augtua I, 1997 6

..IG.APPLC
Producer: J ; m.-��, Qc ! 1-5
Location: �JC 9 J Sp, `� �-, .LAD j 1 c e 1 JVC
Telephone: C91o) a s 5- 5 a—r (� p
V E p
Type Operation:
SUN W96
Number of Animals: 36 `� g
(Design Capa6iY} �'on L+scfias�e �em��mn9
The waste from your animal facility must be land. applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where the waste is to be applied. This waste utilization plan uses nitrogen as the ling
nurrient. Waste should be analyzed before each application cycle. Annual soil tests are
szrongty encouraged so :fiat all. plant nutrients can be balanced for realistic yields of the
crop to be grown.
Ceverai factors are important in implementing your waste udlization plan in ord-- to
mxdrni e the fern izer value of the waste and to ensure that it is applied is an
environmentally safe manner. Always apply waste based on the needs of the mop to be
=own and the nutrient content of the waste. Do not apply more nitrogen than the crop
can utilize. Soil types an important as they have different infltration rates. Inching
potentials, cation exchange capacities, and available water holding capaciries_ Yormally
wale shall not be applied to land eroding at greater than a tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per scre per
year. Do not apply waste on saturated soils, when it is razuing, or when the surface is
frozen. Either of these conditions may result in runofl'to surface waters which is not
allowed under DEM remglations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of nutrients for crop production
and to reduce the potential for pollution, the waste should be applied to a growing crop or
aopiied to bare ground not more than 30 days prior to planting. Injecting the was:. or
disking will conserve nutrients and reduce odor problems.
The esdimated acres needed to apply the animal waste is based on typical nume-at content
for this type of facility. Acreage requirements should be based on the waste mah'sis
rep ort from your waste management facility. Attached you will find information on
p rop er sampling techniques, preparation, and transfer of waste samples to the Iab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance ti�,ith 15A
NCAC 2H_0217 adopted by the Environmental Managememt COMMMMon.

Amount of Waste Produced Per Year kallous JtJ, tors. etc.)
t� S
Z y animals XL(a =) waste/animal/year = ! � 3 f nwaste/year.
Amount of Plant Available Nitrogen (PAN) Produced Per Year
3rey ananals Xa.3 lbs. PAN/animal/year = 8390Ibs. PAN/year. (PAN from N. C. TecIL
Guide Std_ 633)
Appiymg the above amount ofwaste is a big job. You should plan time and have
appropriate equipment to apply the waste in a tine manner.
The fbHowing acreage wf be needed for waste application based on the crop to be gown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field SoR Crop Lbs. N Acres Lbs. N Month of
77- No. T e Per Ac. * Utilized Annliczdon
IC>I (o
Goff.
i ^C,
I C
Z . ti
z za 4.
S
I
I C r,
I <a�.b�c.r, 5
tin to
18 io L
ti R �-Z_
c
\-VIA
E L. z
\4I-A
G= A:
" )Vec__�-
\
I z
X-�.'kk
I
I
I
I
I
I
Total I --Zez 261 OXItit.LoI
* This N is from animal waste only. If nutrients from other sources such as commeraxi
ferrili.;er are applied: they must be accountedfor. N rust be based on realistic vield
exaectatiom
NOTE: The applicator is cautioned that P and K may beaver applied while meeting the N
requirements. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient n=nagennent plan that addresses
all nutrients This plan only addresses Nitrogen.
A-

Table 2: ACRES WITH AGREEINIENT OR LONG TERM LEASE
(Agreement with adjacent landawaer must be attached)
{Required only if operator does not own
adequate land [see Required Specification 21)
Tract Field Soil Crop Lbs. N Acres Lbs. N Month of
* See foobzote far Table L
Totals from above Tables
Acres Lbs. N
Utilized
Table l 3 8. ZL.0 U�
Table
TotalXO
Amount ofN duced
Surplus o e$cit — 8 E L" .
NOTE. The Waste Utilization Plan must contain provisions far periodic land
application of sludge at agronomic ratem The sludge will be nutrient rich and will
require precautionary measures to prevent over application of nutrients or other
elements
3

See attached map showing the fields to be used for tfie utilization of waste water.
Application of Waste by Inijation
Field Sod Type Crop Application Application
No. Rate CInlI3r) Amaimt (Im)
3
1 C, A �� 1��
y
►.o
5
Go � f�� Iwo,-
.y
►.�
�o rl`
G a I�-���
. s�
f�
(7, 6
I�
jI
I
IE�
f
T-S TABL:. IS NOT N=ED Z":JAS71=S var BEING AP? BY L�KIGATION. HOWEVER A s2 uA17ABI WILL
BE. ti=E7 FOR DRY In F~x-R OR SLL-2i RY.
A Z Ica
'�n5 ta't
Your facili&ie designed for �%Odays of temporary storage and the temporary storage
anus be removed on the average of once every MONTHS. Inno instance should
the volume of waste being stored in your structure exceed Elevation SL Stc 4 •��•.
Call the local Natural Resources Conservation Service (formerly Soil Conszr.crion
Service) or Soil and Water Conservation District office after you receive the wale
analysis report for assis,.ance in determining the amount per acre to apply and the proper
application rate prior to applying the waste.
4

m" . IT S
REQUIRED SPECIFICATIONS
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 which reaches surface water is probibired.
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. Ifthe
producer does not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner who is within a reasonable
proximity, allowing h&/her the use of the land for waste application. It is the
remonsi�bility of the owner of the facility to secure an update of the Waste Utilization
Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of
application 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 that is eroding at 5 or more tons, but less than 14 tons
p er acre per year providing grass filter strips are installed where runoff leaves the field,.
(See FOTG Standard 393 - Filter Strip).
5. Odors can be reduced by injecting the waste or disking after waste application_ Waste
should not be applied when there is danger of drift from the irrigation field-
6- When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When 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 or flies.
S. A d mal waste shall not be applied to saturated soils, during rainfall events, or when the
Surface is frozen.

REQUIRED SPECIFICATIONS
(continued)
9. Animal waste shaU 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. Waste nutrients shall not be applied in faU 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 3 0 days prior to planting of the crop
or fatages. breaking dormancy.
11. Any new swine facfli v 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 from any perennial stream or river (other than an irrigation
ditch or canal. Animal waste other than swine waste from facilities sited on or after
October 1, 1995), .shall not be applied closer than 25 feet to perennial waters. (See
Standard 393 - Filter Strips).
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 aver -spraying. Animal waste may be applied to prior converted
wetlands provided they 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
asuonomic rates in a manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facEiries, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system

' E- P wv
N J..-- ..
REQUIRED SPECIFICATIONS
(continued)
l8_ If animal production at the facility is to be suspended or terminated, the owner is
respons-ble for obtaining and implementing a "closure plan" which wtil elininate 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 preplant with no further applications of
animal waste during the crop season.
21. I ighly visible marker shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pnttming shall
be managed to maintain the liquid level between the -markers. A marker w7M be
required to mark the maximum storage volume for waste storage ponds.
22. Waste shall be tested within 59 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Niixogen shall be the rate -
determining element. Zmc 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 for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry waste application records
shall be -maintained for three (3) 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.

WASTE UTILIZATION PLAN AGREEMENT
Xame of Fame:
Owner/Manager Agreement
I (we) understand and will follow and implement the specification and the operation and
maintenance procedures established in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity ofthe
waste tioatment and storage system or construction ofnew facilities wdl require anew
certification to be submitted to the Division of Environment Management (DEI1) before
the new animals are stocked. I (we) also understand that there must be no discharge of
animal waste from this system to surface wasters of the state from a storm event less
severe than the 25-year, 24-hour storm The approved plan will be filed on -site at the
farm office and at the office of the local Soil and Water Conservation District and will be
available for review by DEM upon request.
Name of Facility Owner:
(P OSe Print)
Sigmature:
Name of Manager(If different from owner):
Simature:
Date:
Name of Technical Specialist: (Please print)
Afn7iation: ��v�� p�n•� �c��-� .� ��-�� �-'!S
Address (Agency): p
Signature:
i-3a -97

RECEIVED
VVAICl;P QUALITY SECi'1'01 i
System Calibration JUN 3 Q 1998
Information presented in manufacturer's chars are based onfa'verage aperaz-
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter and application
uniformity;_
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
-three years is recommended. Calibration Involves collecting and measurina flow at
several loco -Dons in the application area. Any number of containers can 7a used -To
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount
without n2vir3C to perform additional calculations. However, pans, plastic buckets,
Jars, or any:ping with a uniform opening and cross-section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For siaiicnary sprinklers, collection containers should be located randomly
throughouz. tis application area at several distances frorn sprinklers. For raveling
guns, sprinkiers should be located along a transec-t perpendicular to the direction
of pull. Se- out collection containers 25 feet apart along the transect on both
sides of the can car. You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern. You should contact your irrigation
dealer or technical specialist for assistance.
'Reprintec'for Certification Training for Operations of Animal Waste Management Sysrems Manual

OPERATION & MAIlXTT F_NANCE PLAN
Proper Lagoon liquid management should be a year-round priority. It is especially
important to rnznage levels so that you do not have problems du=,, extended rainy and
wet pe iods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bernudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
.that at the crest signs of plant growth in the later winter/early spring, irrigation ac„or&ng to
a farm waste rnznz=ement plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage spar,:, available in the lagoon for future wet
periods_ Ln the late summer/early fall the lagoon should be pumped down to the low
marker (see FigUre 2-1) to allow for winter storage. Every e zort should be made to
nzainnair. the lagoon close to the minimum liquid level as -Iona, as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does nt"e,ave room for storing excess water during extended wet periods. _
Overflow from t'he lagoon for any rerson except c. 25-yeas, 24-hour storm is a violation of
state law and subiw: to penalty acdor_.
The routine main,--ncncr of a Ia?oon _wolves the following:
N,te,:once of a vezezz�ve cover for the dam*::.
Fescue or common be--muca_rass a--7-- the most common vegetative
co .-rs. The ve_..atiorshould be. r� ueachl eti-. if•n.edeti, to
ramitam a vigorous stand. The amount of few 'L=' . applied should be
base: on a soils test, but in the event that it is not Dracdc.I to obtain
a sons test each yea-, the lagoon embankment and surrounding areas
511ould be fa, wtith 800 pounds per acre of I0-10-10, or
ea �ivai�nt.
3:-z,i and trees on tie embankment must be cant oliP, . This may be
done by mowing, si7iGYi.'lg, glazing, choppinvr or a cornbination of
these practices. UL should be done at least once a year and
possibly twice in ve rs that weather conditions are favorable for
heavy vegetative i-ow h.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to eater
the lagoon water. Such chemicals could harm the bacteria in fire lagoon that are treating
the waste.
Mainte.-iance insp--otions of the entire Iagoon should be made during the initial filling of
the lagoon and at least monthly and ax. major rainfall and storm, events. Items to be
checked should include, as a nmimum, the following:
Waste Inlet Pipes, Re: vciina Pipes, and Overflow Pipes —look for:
1. separation or joints
2. :cricks or breaks
J. accumulation of salts or mine.aLs
4. overall condition of pipes

Lagoon surface —look for:
1. undesirable vegetztive growth
2. floating or Iodged debris
Embankment —look for:
1. settlement, cracking, or "jug" holes
2. side slope stability —slumps or bulges
3. wet or damp areas on the back slope
=. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be sub'ect to liner damage due to wave action caused by strong
winds. 'f hese waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good s=d of vegetation will reduce the potential damage caused by wave action_ If
wave action causes serious damage to a lagoon sidew.Il, baffles in the.lagoon may be
used to reduce the wave imDacts.
Any of these features could Iead to erosion and weakening of the darn. If your lagoon has
any of these feaufs; you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary -fix if there is a tiyr�
of a waste d schlarge. However, a pe.-manent solution should be reviewed by the
technical e,-pe:-" Anv digging into a lagoon dam writh heavy equipment is a serious
under k nz w-lin Dotentizily serious consequences and should not be conducted unites
Ie ozni lender by ar, apDroDnat= r. ^llrll: expert.
Transfer Punos--check r'or Droo-er o_-L)e--=*on o=:
1. re: vclin; pumps
2. inization humps
Check for leaks, loose ntdnes, and over Dump ope:=ion. An unusually loud or =:nding
noise., or a large amount or viomzion, ritzy indicate that the puma is 3n need or repo=- or
FeplaCr:ne:.. j
NOT.H: P•=pi1-ig systems should be inspected and operated f1equently enough so that you.
are not cormpiewly "surprised" by equiprient failure. You should perform your -pumping
system maintenance- at a time wheel you: lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly fill lagoon is not.the time
to think about switchingiri , repang , or borrowing purips. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider main=ining an inventory of spare
Pam or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
a�'id parking lot n nofr) away from your lagoon and other waste
treatment or storage sa-uctures. The only wate. that should be
coming from you: Iagoon is that which comes fron your flushing
(wzshm' g) systern pines and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

IdentiEed problems should be con=ted promptly. it is advisable to inspect your sysmm
during or immediately following a heavy rain. Is technical assistance is needed to
detrar �a proper solutions, consult with appropriate expe-Ys.
You should reword the level or the lagoon just prior to when rain is predicted, and th=
r=ord. the level again 4 to 6 hours art--- the rain (assurnes them is no pumping). This wM
give you an idea of how much your Iagoon level will rise with a c..rrain rainfall amount
(you must also be rwording your rainfall for this to work)_ Knowing this should hem in
plaruuag =.,ition applications and storage. if your loon rises exc.�sively, you Y
have an iadow probem from a su.;ace water diversion or theme may be s=age into the
lagoon from the surrounding land.
Lagoon Operation
,. .
I. Immediately after construction establish a couple*.e sod cover on bare still
surfaces to avoid crosion.
2. HE new lagoon design Ceatment volume at least hail full of war--: before
waste loading be_ ns, tzng care not to erode lil-umg or. bank stones_
D,ainnit}-..s into �h e :Zoom should have ti flwdble oiae ezte:tde. on te
end of the give to near the bottom of the moon du-iart; Tz'zi _
1 '3z or anome :lea: s o' slowing tiie incorninz v,,-,to avoider,'Sion o2
the lull i�
: When possible, began loading new lagoons in the spring to mare
bac::� ,?i esn-busum=t (dut to warm, e+ wezfher).
5. It is recommended tha: a new lagoon be se~d with sludge hom a L"�Y
warkilzg swine !azooz in the arnount of 0.25 pa..-ent of the full.Iagoor:
hauid volume. fnis s: e;- -g should oc:.aur-a:1east two were priorto to
addition of was'vwz;�=.
6. 12aintin a Deriodic c :., b on the lagoon liquid If the -DH f2lls below
7.0, add ag:Hcultu,w a,-ne at the rate of l Dound per 1000 cubic fe-- of
lagoon liquid volur:= until the pH rises above 7.0. aptimum Iagoon lifft¢ci
p:d is betwee17.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a te`hnic:: specialist is ram=---ded
if these conditions oc--ur for prolonged periods, eme Tally during the w�—m
season.
Loadia-:
The rnor:*ue:ztly and regularly ti.at wastewater is added to a lagoon, the beap-the
lagoon will function. Flush systems that wash waste into the lagoon several times gaily tie
optimum for =M=n :nt. Pit recharge systerns, in which one or more buildings are drairied.
and recharged each day, also work well.

_r -acute water ccn=-,va1:ion—mininzuzP bLtUding water usage and
spillage from lmling-wa=rers, brok=i pipes and washdown through
proper maintenance and water conservation.
Mir , ' c feed wasmge and spillage by loin- feeders adjusted. This
will reduce the amount of solids entering the lagoon
Maintain lagoon lipoid level ber�een the pe-man�'�i swrage level and
the full temporary 5-,omg't level.
Place visible mark= or stakes on the lagoon bank to show the
minimum liquid 1ev 1 and the maximum liquid. lever figure 2-1).
S=t irriaadnc, at the earliest possible dare in the sprig; based on
nutrient reouiremt-us and soil moismm so tbat'temporary storage
will be maximiz_-�d for the summer thundcx=orm season. Similarly,
'gate in the late summer/early fall to provide r. dmum lagoon
s-,nrze for the
The lagoon licuid level srculd raver be closer than 1 foot to the lower,
f-ocl,-it of t,l?e darn 0' e.;,vamunent_
Do nor Dumi, �he �'oon ;culd lave: lo'xe: "ha= the je=z xient sror ze
level unl:ss you are re:novul0- sludgy.
Loc= hoar pump iut4ses avvroxirnatriy i$ inchczs underneath the Hamd
_
su.�� and as Z'Z ay.'av frozn7 the drainvitse inlets as possible.
?;ev=t addidors of bpd'ig ma*y�:zs, long-sze:�. forage OtvOL,
znollded feed, S.Vnuizes, or other forei= uac .'.i.al_S into the-l��oon_
rr quently mmove solids from catch basins a-- end of confinement houses or
wherever they am
Maintain st<icr ve;e.=don, rodent, and va-nnini cowl near lagoon,
Do not allow trees or la--,e bushes to grow on lagoon dam or emba*++"=t
Remove sludge from the la -,goon ewhen hen the sludge storage capac; ty is
full or before it rills 54 verce nt of the permanc-it storage volume.
If animal production is to be ternvnated, the owner is re-sponsible for
oo ining and implcmendng a closer plan to elirnir,am the possibility of a
pollutant aischarge.
SIudge.Rezaoval.
Rate of lagoon sludge buildup can be red uc d by:

Proper lagoon siz:rig,
me; hanical solids s.-oarn-non of flushed Waste,
agravity settling of flushed w2sz~ solids in an aooropriateiy designed basin, or
m.=ru=a, f=d wastage and spillage.
Lagoon sludge that is remover annually rather than store3'long te_= will:
have more nutwents,
have more odor, and
require more land to proverly use the nutri=rs.
Removal =hniaues:
; *ro a custon armhcaEor.
IvLx the sludge and lagoon liquid widi a chovr-agitator impeller
_ oump through lzgge-bore sarhibier =gatiori cysten onto nearby amoland;
eH-d soil incor =-_.
Dewater tht Hitler uzzz of lagoon by lick- Sion onto ne=bv cmulzrd or
IOie�elanC; MI- =e: �Iu:�g SiuG=gp; OLiiIt3 In:D !iQuid sludge aupli=:,haul.
and Sorpeze, onto COu!a_nd or foz-,- rIG; a'1Q SOIi :IICOli70rate.
Dewater 4-le uvoe: Oan of la_Qoon by L=- 'gsL'on onto nez-by cio_pia":d Or
10ic_?e.a.^.C} d _e S:i:Ct�� 1TOFn. laze>on wiui d.:�� eirie or sluCcre ba zt: b`...=
an az-. z Cesidt =* 00: to z*---'ve Me sludge so ::gat Iliquids Cal Grc_ ba=
:—_t0 lagoon; mow sludst to aewatrr', haui and surea.d wi&i mar uz-_ s-j '.._d=
onto crop.Land or _`o:agaland; ZTId soi! i1ZC.7rpoia e. _
Regardless of the method, you :n;st have the sludge rnate^_;L! an!-,7 d for-was:t
COnSLT`T'__=S ju=as you would yo'L,: ja ,00il warzr. vT-ne slLdg.� w';iT contiai cl.ife.=r.
nutH=r and ne.21 values �:an the liquid. T"ne apoi.icadon of the sludge to fields w: I -be'
unite^ by these nuzients as well as any orevlous wcSie: aD-jL:do:is to tar field =d
reouiTem=L Waste aurA cation be discussed in d=ii hi Chzuter 3.
Wile : zz ovi-a� siudzt, you ML'st Z So pay att: ration to the _-:er :o tmveat damage. Close
arteadon by the -jumper or d.S-lime op-e.-stor will ensure dia.,; the moon liner re:na=-
intact- If you see soil mate_:ai or the svnthetic lisle: nlatei-.:al being disturbed, you should
stop tat aclvity immediately and not resume until you are sure that the sludge can, be
removed without line: injury. If die liner is darzaged it must be repaired as soon as
possible.
Sludge removed, som the lagoon has a much higher phosphorus and.heavy metal can=t
than liQLId- 3e,,-use of this it should probably be an-Diied to iaz-ld with Iow phosohort*s
and mea_i l�v'e s, as indicated by a soil test, and incorporate^: to reduce the chanm of
erosion. Note the if the sludge is died to fields with very hs soil -'Lest phospac:�, it
should. be a —plied only at rates e--,azl to the crop removal of o:-losohorus. As with oth=
wastes:, alvrays have your lagoonsludge analyzed for its nur—me.-ir value.
The =Iron of sludge will incre_se the arnount of odor at t:ze w7ste analic: Eon sip
Ex= Fl---, au ion should be used to obse ve the wind dire: tior, u.d other, conditions WMC-11
could in= -...-se the conc..rn or neighbors.

Possible C2usas of Lagoon Failure
Lagoon failuresTesult in the unplanned discharge of wasmwamr from the structurrw Types
of faihLres include leakage through the bottom or sides, overmpping, and breach of the
dam- Assuzaing proper design and contraction, the owner has the responsibUity for
ensaring szxu== safety. I= which may Lead to lagoon fairs include:
Modification of the Iagoon an exanmle is the plan. --neat of a vice
in the dam without proper design and construction. (Consaltan a -Wert iu
lagoon design before placing any pipes is darns.)
Lagoon liquid levels —high Ievels.a= a safety ask.
Failure to ins= and maintain the dam-
. Fads surface warms flowing into the lagoon.
'Mir integrity--pmte.^t from inlerpipe scouring, damage during, sludge
removal, or ruDa=e from lowering lagoon lieu d level below grow: dw-a--
table.
NOTE: if Loon water is allowed to overtop the dam, the moving waterwiil soon car, e
gullies to form in the dam. Once this damage starts, it can quickly.cause a Ia_,e disc:�.�e
of wzste4.ter and possible darn failure.

EMERGENCY ACTION PLAN -
PHONE NUMBERS
DIVISION OF WATER CUALi T Y (DWQ)
EMERGENCY MANAGEMNET SERVICES (EMS}
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (MRCS)
COOPERA MVE EX T ERSION SERVICE (CES)
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running o„ site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for air employees at the facility. The following are some action items you should
take.
7 . Stop the release of wastes. Depending on the situation, this may ore may nor be
possible. Suggested responses to some possible problems are listed belwo.
A. •1..aaern-overflow-possible solutions are:
a. fi,dd soil to berm to increase elevation or dam.
b. Pump wastes co Melds at an acceptable rate.
C. Stop all flows t0 the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surace water is en terinc lagoon.
S. Runc from waste application field -actions include:
a. Irnrnediateiy 5ioo waste application.
b. C. ate a ternoorary diversion to contain waste.
c. I,ncorporate waste -Lc reduce runoffs.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate he appiicction rates for the ideiCs where runoff occurred.
C. Leakage horn the waste pipes and sprinklers -action include: .
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
C_ Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakaae from base or sidewall of lagoon: O�,.en this is seepage as opposed
to flowing leaks -possible action:
a. Dig a small sump or ditch from the embankment -to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. if holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of -the side walls and lagoon -
boom as soon as possible.
1-

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste -reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kiffs, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact aooropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the detaiis of The incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spUl, %waather and wind conditions. The corrective measures that -have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c.- lnsruCt EMS to contact local Helath Department.
d. Contac. Cos, phone number - , local SWCD office phone number - -, and local
NRCS c7—Tic for advice/technical assistance phone number - -.
4. if none of :rhe above works call 911 or the Sheriff's Department and explain you
prcbie,r: tC them and ask file person to contaC-L zhe proper agenci-es -10; you.
5. Conrad zhe contractor of your choice to begin repair or problem to minimize off -
site damace.
C4
a. Con n actors Name:
b. Cart;ac-mrs Address
c. Conz-auzors Phone:
Con—Lacct she technical specialist who certified the lagoon (NRCS, Consult —Ig
Engineer, etc.)
a. Name:P,+.+�� �.•
b. Phcne: r G C�i .- iL-1tN .
7. Implement procedures as'advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release or wastes frorn� happening again.
7

INSECT CONTROL CHECKLIST FOR „NIM:,L OPi:RAMNS
Source
Cause
SMP's ;o Minimize Odor Site Spe--;.{ic Practices
(Liquid Systems)
Rush Gutters
Accumtdation of solids
(4 Hush systarn is aemgned and operated
sufficiently to remove accumulatad
soilds from Cutters as designed,
() Remove bridging of accumulated solids at
discharge
Lagoons and Pits
Crusted Solids
tefcMaintain lagoons, setdint basins and
pits where past brooding, is apparent to
minimize the crusting of solids to a depth
of no more than 6-a inchas over more than
30% of surface.
Excessive Vegetative
Deeaying vegetation
WMaintain vegetative control along banks of
Growth
lagoons and other irnpoundsnents to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perirrater,
._—1(Dry Sys:etrs)
ecders
reed Spillages
O Design. coerate anc mairtain ieed syst*ms
bunkers and troughs) to minimize the accs:.mufa oa
of decaying waS:age.
(} Coen un sciilage on a routine basis (e.g. 77-70 day
interval during summer; I 5-30 day interval during winter).
=eed Storage Arcurnulations of feed residues (} Reduce njoisture ac _:nnuiation within and arou.')d
irnmediate perimeter cf feed storage areas by
insurinz drainage away frorn site and/or providing
adequate containment {e-g„ covered bin for
brewer's grain and s+-u)ar high moisture grain
producs).
{ } In oec, `or and remove or wreak up accumulated
solids in alter =trios around feed storage as needed -
timer Holding Areas Aec=trssulatiorts of animal watss ( ) Eliminate low area tha:.rao noisture along fences
and food wastage and other locations where waste accumulates and
and dis.-Urbance by animals is minimal,
{ } Maintain fence rows and filter strips around animal
holding areas To minirmzo accumulations of wastes
(i.e- insoeet for and remove or break up accumulated
solids as needed)-
C—Noverrber 11. 1996

• Dry Manure Handling Aoartsttdations of animal wastes () Remove spillage on a routine basis Wg. 7-10 day
Systems interval during surnsner, 1S-30 days intervd during
wirttari whare trsarnsra is loaded for land apZ:agpn
or disposal_
() Provide for adequate drainage around ntanurp etackp:ea.
i) Irmpacr for and rerru ve, or break up sour dacsd wesoss
in- liar swipes around stockpaes and marurs trweZmg
era" as needed.
i he issues checked { } pertain to this operation. The landownerintegrator agrees m use sound judgment in.applying
insect control measures as practical.
I cerdfy the aforemernioned insectccntmi SesrManagemerrr Practices have been reviewed with me_
wner Signsture)
For more inforrnndon corrtsc:ihe Cooperative Extartsion Service, Deparc tent of Enirornolagy, Box 7613,.Norttr Carolina States Uriw iry. Raleigh, NC
276SS-7613.
AMIC—November 11, 1936

SWINE FARM WASTE MANAGEMENT OOOn CONTROL CHECKLIST
Source Cause SMg•s to Minimize Odor Site Spe^fc Practices
Swine producton (-//Vageteove or wooeed duffers:
(4 Recommerbded bast management
�ractiCos,
d Goad 'ud
( r grnenr arks Common sense
Animal body surfaces
Oirry manure -covered ararnads
f) Ory floors
Wet floars
Slat:ad floors.
Floor surfaces
manute-covered
(4
(tterers located over sdottad floors;
{ waders at NCh end of solid floarr,
f Scraaa menu re buildup from floors;
() Underfloor ventilation for drying
Manure collection pits
Urine
Frequent manure removal by f)ush.pit
- racharge.or scram*
Paritad rnicorbial decom;sosition
(} Underfloar ventilation
Van:ilation exhauST fares
Volatile gases;
( Fan maintenance;
pus:
(Xf icienc air movement
Indoor surfaces
bust
( Wasi%down between groups of animals
(} Fea-d additives;
{ ] Feeeer covers;
(J Feed delivery downs toe.: extenders to
feecor covers
Rush tanks Agitation of recycled lagoon [) Rus:t tank covers
iigsid whiles tanks ate ,Suing [) Fxtand fill fines to near bottoms of
tanks with anf--shoran vents
Rush alloys AC:ation during wastewater ( ) Underfloor flush with underfloor
aanveyanance ventila-on
?it recharge pcin=s Agitation of racyciod lagoon ( ) E=end recriard lines .= near boaom.of
&quid wivla pits are Ong pits wit.`s anti-sipizon vent-s
Lift ststions Agitation during sums tank hiring (} Sump tank covers
and drawdown
outside drain collection Agitation during wastewater { } Sox covers
or junction boxes carrisyence
=nd of drainpipes at lagoon Agitation during wastewater () Extend discitarga point of pipes
undarrsaetn lagoon liquid level
.agoon surfaces Volatile gas emissions P oiler lagoon iicuid caoscity
Biological mixing (,�orroc; lagoon star -.a procedures
Agitation ( ) Mirvmurn surface area-to-voiume ratio
{.r�"nimum agitation wren punning
{ } Mecnarvcal aeration
{ } Proven biological additives
�gatran sprinkler noz,=es Hign pressure agitation
(":+�%lrrigare on cry Cans w'+tn lithe or no wind
Wind draft yd pArimum recommended operation pro re
(.purrm intake near lagoon licuid surface
( ) Pumo from sacond —tag& lagoon
tOC-November 77. 7996
n

Storage tank or basin Partial microbial decompoition ( ) Sorrom or r77id)ev,el loading
"surface Mi36ng while filling (} Tank covers
Agitation when emptying ( ) SA min surface rrseta of solids
f ) Proven biolopicai additives or oxidants
Sealing basin sur:ace Parcel micobial decomposition ( } Extend drainpipa outlets underneath liquid
hkxing while filling level
,Agitation when emptying ( ) Remove settled s45ds reC.ilarly
Manure, slurry or sludge Agitation when spreading () Soil injection of slurry/sludges
spreader outlets Volade pas emissions (} Wash rasidzuil manure from spreader aftar=0
() Proven biolocicai additives or oxidants
Uncovered manure, slurry Voianie gas amir4ons while drying ( ) Soil infection of slurry/sludges
or sludge on field surfaces
{) Sail incorporation within 48 hours
(] Spread in thin uniform layers for rapid drying
(} Proven biological additives or oxidants
Dead animals amass decomposition ( ) Proper dispasitian of eareasses
Dead animal disposal Car -_ass decomposition ( ) Complete covering of carcasses in burial pits
�izs
( ) Proper location/corrs:tucdon of disposal pits
incinerators Incomplete comaus:ion ( ) Secondary stack burners
Standing water arcu n:: Irr raper drainage WGred e and landscape such. «fat water drains
`ac:iities Mi:rabial decomposition cf away .`rare facinities
organic matter
Manure tracked on::: pumiic Ponny maintained access roaCs { Farm access road rnainrenance
roads from farm acc_ss
�k4_dltional infon-rat on:
Ave3a le ice -
wine Manure Managemerr 0"C3 Rcle/3MP Packet NCSCr aurr y Extension Center
;wine Production Farm Pozantial Odor Sourcas and Rernaeres, ERAE Fact Sheer NCaiS—::A=
wine Production Faciuty Manure Managamanz °itRec:.argr—r.agoan Treatment; EBAE 723-83 NCSv-aAE
Swine Production Faeiuty Manure Management: Undenioor'reuse—Lagoon T reamtenr; EBAE :7S-a8 NCSZ. r
_agoon Desig and Managexnenr `or Livestock Mature Treatnent and Storage: 5SAE I Ca -a: N=L;-3 _=
'aUbration of Manure and Wastewater Application t.;. prnarr- nAE Facr Sheer NCSLL-MF-
onrrolling Odors from Swine Bu5drncs, PIH-33 NCSLLSwina extension
nvironmertral Assuranc Progratr: NPPC Manua! NC Poric Prvduovs Assoc
otians for Managing Cdor, a regor: from the Swine Odor Task Force NCSU Agn Car: ='%ieations
:isance Concems in Anirrel Manure Managamant: Odors and Ries. PROI07. 1995 Conference Proceedings Florida Cooperative Extension
.e issues c:sec)ced ( ) per.ain to this operation. The landownerintegra;cr agrees to use sound judgment in applying
gar control measures as practical.
.eri y the aforemernioned odor control Hest Managment Practices have been reviewed with me.
(Landow Signature)
DC—Noverr,oer 11. :395

MORTALITY MANAGEMENT METHODS
{check which method(s) are being implemented)
} Burial three feet beneath the surface of the ground within 24- hours
after knowledge of -the death. The burial be at• le= 300 feet from
any flowing steam or public body of water-
{ �} Rendering at a rendering planx licensed under G. S. 106-1 M7
{ # Complete incineration
{ } "ln The case of dead poultry only, placing in a disposal pit o` a size and
design approved by the Departmen r of Agriculture.
( ) Any method which in tine professional opinion of the State
Veterinarian would make possible the salvage of part of a dead
animal's value without endangering human or animal health. (Wrinten
approval of the State Vezarinarian must be aztacned)

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U.S. Postal, ervice,,,
CERTIF"M MAIL.
RECEIPT
(pomestic Mail Only, No Insurance
Coverage Provided)
at ww`w.
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PS Form 3800. June 2002
See Neverse 1 or,nS,TUC,i0n5
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item 4 if Restricte&Delivery is desired.
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■ Print your name and address on the reverseI'LL4
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so that we'Can return the card to you.
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or on the front if space permits.
g, ecei ed byLPfinted Name)
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{7ransfer from service labeq � i
PS Form 3811, August 2001 Domestic Return _Receipt' 102595-02-M-15401

State of North Carolina
Denartment of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Di
Linda B. Wells
Jimmy & Linda Wells Farm # 1 &2
7163 S. NC 41
Wallace NC 28466
Dear Linda B. Wells:
RECEIVED
JUL 2 31998
BY:
rector
July 20, 1998
A14
1 OR L
NCDENR
NORTH CARouNA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Certificate of Coverage No. AWS310363
Jimmy & Linda Wells Farm #1&2
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
In accordance with your application received on June 30, 1998, we are forwarding this
Certificate of Coverage (COC) issued to Linda B. Wells, 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 Jimmy & Linda Wells Farm #1 &2, located in Duplin County,
with an animal capacity of no greater than 3648 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. 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.
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.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% past-conserner paper

Certificate of Coverage AWS310363
Jimmy & Linda Wells Farm # 1 &2
j Page 2
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.
Preston Howard, Jr., P.E
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District
Permit File

State of North Carolina
Department of Environment
and Natural Resources IT •
Division of Water Quality RECE
James B. Hunt, Jr., Governor JUL 08 .
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E.,Directo BY. CDENR
July 2, 1998 NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NAruRAL RESOURGEs
Linda B. Wells
Jimmy & Linda Wells Farm # l &2
7163 S. NC 41
Wallace NC 28466
Subject: Application No. 31-0363
Additional Information Request
Jimmy & Linda Wells Farm #1&2
Animal Waste Operation
Duplin County
Dear Linda B. Wells:
The Non -Discharge Permitting 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 August 1, 1998:
1) Please out the enclosed Notification of Change of Ownership Alton J. Wells to Linda B. Wells and
send a copy to this office.
2) A credit for residual nitrogen from a leguminous crop such as soybean in a crop rotation must be
accounted for in the subsequent crop. Hence, nitrogen application rates to the crop following a
legume should be reduced by 15 - 30 lb. per acre depending upon the soil type. Please verify or
revise, if necessary, your waste utilization plan to properly list all application rates with residual
nitrogen incorporated into your cropping scheme.
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 August 1, 1998 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 363.
Sincerely,,
(3_�_rC
JR Jodi
Soil Scientist
Non -Discharge Permitting Unit
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% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment RECEIVE
and Natural Resources JUN () 4 1998
Division of Water Quality
James B. Hunt, Jr., Governor BY:
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
May 29, 1998
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Alton J. Wells
Jimmy & Linda Wells Farm # 1 &2
7163 S. NC 41
Wallace NC 28466
Farm Number: 31- 363
Dear Alton J. Wells:
A im
DENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANo NATURAL RESOURCES
You are hereby notified that Jimmy & Linda Wells Farm #1&2, in accordance with G.S. 143-
215.1 OC, must apply for coverage under an Animal Waste Operation General Permit. Upon receipt of
this letter, your farm has sixty (60) 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 sixty (60) 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
Non -Discharge Permitting Unit
Post Office Box 29535
Raleigh, NC 27626-0535
If you have any questions concerning this letter, please -call Sue Homewood at [phone]
extension 502 or Dave Holsinger with the Wilmington Regional Office at (910) 395-39 0.
Sincerely
�F,i A. Preston Howard, Jr., P.E. -
cc: Permit File (w/o encl.)
Wilmington Regional Office (w/o encl.)
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

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
a WhA
AK4 7*40
OM
EDEHNR
RECEIVED DEC 1 5 1997
MEMORANDUM
December 11, 1997
TO: Wilmington Regional Water Quality Supervisor
FROM: Sue Homewood
SUBJECT: Notification of Facility Number Change
The following changes have been made to the Animal Operations Database. Please make
appropriate changes in your files.
Facility numbers 31-363 and 31-532 were combined under one facility number; 31-363.
Facility number 31-532 was deleted from the animal operations database.
Facility numbers 31-165, 31-170 and 31-498 were combined under one facility number; 31-
165. Facility numbers 31-170 and 31-498 were deleted from the animal operations
database.
If you have any comments or questions please feel free to call me at [phone] ext 502.
P.Q. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

GROWER: JAMES WELLS L--:SIGNED BY: JWR
ADDRESS: 7163 S NC 41 CHECKED BY: JNT
WALLACE, NC 28466 DATE: 10/23/96
COUNTY: DUPLIN _ SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
B. During noral business hours, call your DE regional office, at 910-395-3900
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item ;above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been under taken, and the seriousness of the situation.
C. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS)at 910-296-2160.
D. Instruct EMS to contact local Health Department.
E. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance.
910-296--2143 for advice/technical assistance.
A. Contact Murphy family Farms Land and Nutrient Manageent Departent at 910-
269-2111 for advice/technical assistance.
4. Implement procedures as advised by DEM and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910— 296— 2143
DUPLIN COUNTY SOIL.AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANASVILLE, NC 28349
910— 296— 2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANASVILLE, NC 28349
910— 296-- 2160
DIVISION OF ENVIRONMENTAL MANAGEMENT
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405 — 3845
910— 395— 3900
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910) 289--2111

CONSTRUCTION COST ESTIMATE
DATE PREPARED
10/28/96
SHEET OF
1 1
PROJECT: JAMES WELLS
MODIFIED MO RETROFIT
BASIS FOR ESTIMATE:
_CODEA (No design completed)
CODE E3 (Preliminary Design) �.
X CODEC (Fnaf Design)
_ OTHER (Specify)
DESCRIPTION:
NEW LAGOON FOR CERTIFICATION - 1200 HD. SITE
ESTIMATOR:
JWR
CHEC'D BY:
JNT
ITEM
QUANTITY
TABOR
MATERIAL
TOTAL
COST
NO
UNITS
UNIT
MEAS
PER
UNIT
TOTAL
PER
UNIT
TOTAL
LAGOON:
EXCAVATION
7,438
CY
1.15
8,554
8,554
CLAY LINER
2,808
1 CY
3.50
9,828
9.828
CHANGE RECYCLE SYSTEM
1
LS
500.00
500
250.00
250
750
CHANGE 1RRIG. CONNECTION
1
LS
750.00
750
500.00
500
1,250
SURFACE WATER DIVERSION
1
LS
650.00
650
650
CONST. DRAINAGE
1
LS
2000.00
2,000
2,000
SEEDING /MULCHING
2
AC
600.00
1,200
1,200
DISCHARGE PIPE REROUTING
8"PVC
127
LF
1.50
191
5.00
635
826
JUNCTION BOXES
2
EA
100.00
200
100.00
200
400
LIFT STATION
1
LS
2000,00
2,000
8010.00
8,010
10,010
NOTE: THIS ESTIMATE DOES N
T INCLUDE
CLOSURE
OF
EXISTING LAGOON.
COST TOTALS
25,872
9,595
35,467
FILE:NM0»ESTLNC3j

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LAGOON SITE SOILS INVESTIGATION
PROJECT: COUNTY:
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FIELD INVESTIGATION BY:DATE:
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BORING
DEPTH WT BORING NUMBER AND PROFILE
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BORING I SAMPLING METHOD: �I�ncul,cE SIGNATURE:

Grower: JAMES WELLS Designed By: JWR
Address: 7163 S NC 41 Checked By: JNT
WALLACE, NC 28466 Date: 10/23/96
County: DUPLIN Sheet 1 of 7
-
ANAEROBIC WASTE LAGOON
DESIGN
FARM INFORMATION
Farm Population:
Nursery: ----------------------
0
Finishing: ---------------------
1200 Hd.
Farrow to weanling:--------------------
0
Farrow to feeder: --------------------
0
Farrow to finish: --------------------
0
Boars: --------------------
0
Storage Period: ----------------------
180 Days
25 Yr. / 24 Hr Storm Event --------------------
7.5 In.
"Heavy Rain" Factor Not Applicable
Rainfall in Exc se`s of Evaporation -----------------------
7.0 In.
Additional Water Usage: — — — — — — — — — — — — — — — — —
— — 0
Additional Drainage Area: ---------------------
0
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape? (Y/N) -- — — — — -- —
— — —N
Does Operator Want Emergency Spillway? (Y/N) — — — — -- — --
— — N
Is This Design for an Existing Farm? (Y/N)— — — — — — —
— — — Y
Is Drain Tile Req'd to Lower SHWT? (Y/N) — — — — — — —
— — —N
Seasonal High Water Table Elev:--------------------
98.00 Ft.
Freeboard: --------------------
1.0 Ft.
Emergency Spillway Flow Depth: Not Applicable
Top of Storm / Spillway Buffer: Not Applicable
Side Slopes: — — — — — — — — — — — — — — — — —
— — 3 :1 (H:V)
Inside Top Length: , —---------------------
235.Q Ft.
Inside Top Width: ---------------------
180.0 Ft.
Top of Dike Elevation: -----------------------
103.20 Ft.
Finished Bottom Elevation: ------_--------------
92.70 Ft.
Start Pump Elevation: — — — — — — — — — — — — — — — — —
— — 101.40 Ft.
Stop Pump Elevation: -------------------
99.20 Ft.
LAGOON VOLUME REQUIREDVOL. DESIGN VOLUMES % REQ'D.
Storm Stor =
Temporary =
Permanent =
Total Volume =
26438 (Cu.Ft.)
64236 (Cu.Ft.)
162000 (Cu.Ft.)
252,674 (Cu.Ft.)
31,025 (Cu.Ft_)
77,992 (Cu.Ft_)
170,947 (Cu.Ft.)
279,963 (Cu.Ft.)
Min. Required Liner Thickness -------------------
Lagoon Surface Area: (Inside TOD)----------------------
117.35%
121.41 %
105.52%
110.80%
1.5 Ft.
42,300 S.F.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

Grower,
Address:
County:
JAMES WELLS
7163 S NC 41
WALLACE, NC 28466
DUPLIN _
_
Ldsigned By: JWR
Checked By: JNT
Date: 10/23/96
Sheet 2 of 7
ACTUAL DESIGN
VOLUME CALCULATIONS
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.) Area (SFI
Incr. Vol. (Cu. FT) Curnul. Vol. (Cu. FT)
_
92.70
20,124
93.00
20,647
6,116
6,116
94.00
22,439
21,543
27,659
95.00
24,303
23,371
51,030
96.00
26,238
25,270
76,300
97.00
28,246
27,242
103,542
98.OQ._.
_ . 30,325
29,286
132,828
99.00
32,477
31,401
164,229
100.00
34,701
33,589
197,818
101.00
36,996
35,848
233,666
102.00
39,364
38,180
271,846
103.00
41,803
40,584
312,430
103.20
42,300
8,410
320,840
These vofumes were calculated usinq the vertical average end area method.
TOTAL REQD VOLUME: 252,674 CF CUMULATIVE VOL. ZONE VOL 110.80%
END PUMP = = = = > 99.20 FT 170,947 CF TR'MT 170,947 105,52%
START PUMP = = = > 101.40 FT 248,938 CF TEMP 77,992 121.41 %
MAX STORAGE = = > 102.20 FT 1 279,963 CF STORMI 31,025 117.35%
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: JAMES WELLS l.asigned By: JWR
Address: 7163 S NC 41 Checked By: JNT
WALLACE, NC 28466 Date: 10/23/96
Countv: DUPLIN Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity * ALW * cu.ft./lb = Total
Nursery
0
30
1.00
0
Finishing
1,200
135
1.00
16Z000
Farrow to wean Iing
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish 1
01
1,4171
1.00
0
Boars
0
400
1.00
0
Total Required Treatment Volume (cu. ft.) = 162,000
Sludge Storage Volume:
Animal Type Capacity ALW * (cu.ft./lb) = Total
Nursery
0
30
0.00
0
Finishing
1,200
135
0.00
0
Farrow to weanling
0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
1 0
1,417
0.001
0
Boars
0
400
O.00OL
0
I otal Hequired Sludge Storage Volume (cu. ft.)= 0
Temporary Storage Volume:
Manure Production:
AnimaType Capacity * Sto. Period * gals/ d. ay) = Totaill
Nursery
0
180
0.30
0
Finishing
1,200
180
1.37
295,920
Farrow to weanling
0
180
4.39
0
Farrow to feeder
G
180
5.301
0
Farrow to finish
0
180
14.38
0
Boars
0
1801
4.06
0
Total Manure Production (gals.)= 295,920
Total Manure Production (cu.ft.)= 39,561
Excess Fresh Water:
Animal Type Capacity * Sto. Period * (gals/Hd./dav) = Tata
Nursery
0
180
0.00
0
Finishing
1,200
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
180
0.00
0
Boars
0
1801
0.00
0
I otal Fresh Water txcess (gals.)=
Total Fresh Water Excess (cu.ft.)=
Murphy Family Farms Engineering P. 0. Box 759, Rose Hill NC 26458 [phone]

Grower: JAMES WELL
Address: 7163 S NC 41
WALLACE, NC
Countv: DUPLIN
L,,esig eded By
Checked By:
28466 Date:
Temporary Storage Volume: (Cont.)
4 of 7
JNT
10/23/96
Rainfall in Excess of Evaporation:
Vol. =(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (42300 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)24,675
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (42300 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
—Total Required Volume for 25Yr. —24Hr. Storm Event (cu.ft) = 26,438
"Heavy Rain" Storage:
Vol. =(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol. = (42300 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") = 26,438 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 64,236 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 162,000 (CU.FT)
TOTAL REQUIRED VOLUME = 252674 (CU.FT.)
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: JAMES WELLS L.-,signed By: JWR
Address: 7163 S NC 41 Checked By: JNT
WALLACE, NC 28466 Date: 10/23/96
Countv: DUPLIN Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ---------------------
Emergency Spillway Crest Elevation ---------------------
Top of 25 yr/24 hrStorm Storage -------------------
Top of "Heavy Rain" Storage ---------------------
Start Pump Elevation ----------------------
End Pump Elevation --.---_----------------
Top of SludgeZiarage -- . ----------------
Seasonal High Watertable Elev.' ----------------------
Finished Bottom Elevation -----.---------_-_-----
Inside Top Length --------------------
Inside Top Width --------------------
Side Slopes ---------------------
Lagoon Surface Area --------------------
Min. Liner Thickness (if required) -------------------
Freeboard Depth --------------------
Temporary Storage Period---------------------
Zone Depths:
103.20 FT.
Not Applicable
102.20 FT.
Not Applicable
101.40 FT.
99.20 FT.
Not Applicable
98.00 FT.
92.70 FT.
235.00 FT.
180.00 FT.
3:1 H:V
42,300 SF
1.5 FT.
1.00 FT.
180 Days
TOTAL DESIGN VOLUME = 279963 (CU.FT.)
Treatment / Sludge Storage Zone Depth - - - - - - - - - - - 6.5 FT,
Temporary Storage Zone Depth - - - - -- - - - - - - 2.2 FT.
Freeboard / Storm Storage Zone Depth - - - - - - - - - -- 1.8 FT.
Total Lagoon Depth - - - - - - - - - - - 10.5 FT.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Urower: JAMt6 WELLS uesignea by: JvvH
Address: 7163 S NC 41 Checked By: AT
WALLACE, NC 28466 Date: 10/23/96
Countv: DUPLIN Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 103.20
1 1 1
/ 1 TOP OF STORM ELEV = 102.20 /
1 1 I
1 1
STRT PMP EL. = 101.40 TOP OF TEMP STORAGE ELEV = 101.40 /
END PMP EL. = 99.20 1 TOP OF TREAT ELEV = 99.20 / SHWT = 98.00
1 - — - 1
1 1
1 1
1 1
FINISHED BOTTOM ELEV = 92.70
Murphy Family Farms Engineering
P.O. Box 759, Rose Hill NC 28458
[phone]

Grower: JAMES WELLS t,.:signed By: JWR
Address: 7163 S NC 41 Checked By: JNT
WALLACE, NC 28466 Date. 10/23/96
Countv: DUPLIN Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359— WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
.Ar6lEmergency Spillway is not required.
NOTE: See attached Waste Utiliptib}' � r
�� M•N� �
DESIGNED: -GAG a
t SEAL
14985
DATE:
+'+++nrrrrtN
COMMENTS:
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: JAMES WELLS L :SIGNED BY: JWR
ADDRESS: 7163 S NC 41 CHECKED BY: JNT
WALLACE, NC 28466 DATE: 10/23/96
COUNTY: DUPLIN SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year / 24 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocagoa-for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start—up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.
Murphy Family Farms Engineering P.0. Box 759, Rose Hill NC 28458 (910) 289--2111

GROWER: JAMES WELLS L..:SIGNED BY: JWR
ADDRESS: 7163 S NC 41 CHECKED BY: JNT
WALLACE, NC 28466 DATE: 10/23/96
COUNTY: DUPLIN SHEET 2 OF 2
3. Begin temporary storage pump —out of the lagoon when the fluid level reaches the
elevation 101.40 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 99.20. This temporary storage, less 25 year / 24 hour storm,
contains 77992 cubic feet or 583377 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights---of—way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over —spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law. '
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 t9io) 289-2111

GROWER: JAMES WELLS L,-:SIGNED BY: JWR
ADDRESS: 7163 S NC 41 CHECKED BY: JNT
WALLACE, NC 28466 DATE: 10/23/96
COUNTY: DUPLIN SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND-EARTHFILL PLACEMENT
The completed excavation and earth'ill shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation_
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.5 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910) 289--2111

GROWER: JAMES WELLS L__:SiGNED BY: JWR
ADDRESS: 7163 S NC 41 CHECKED BY: JNT
WALLACE, NC 28466 DATE: 10/23/96
COUNTY: DUPLIN SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfiiled as specified to grade with a material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure proper moisture
content during placement of the liner. The moisture content of the liner material shall not
be less thqi oplimum moisture content during placement. The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum' Dry Density
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be scarified
and moistened as needed before placement of the next lift.
The single most important factor affecting the overall compacted permeability of a clay
liner, other than the type of clay used for the liner, is the efficient construction processing
of the compacted liner. The sequence of equipment in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10_5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in —situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
Murphy Family Farms Engineering P.O, Box 759, Rose Hill NC 28458 [phone]

JAMES WELL
ADDRESS: 7163 S NC 41
WALLACE, NC 28466 DATE:
COUNTY: DUPLiN SHEET 3 OF 3
L,-:SiGNED BY:
CHECKED BY:
JNT
10/23/96
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant. When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensiong of-ILLe-cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike.
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
be established as soon as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain the lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When the drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The tile trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped 'off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910) 289-211 i

GROWER: JAMES WELLS Lc -SIGNED BY: JWR
ADDRESS: 7163 S NC 41 CHECKED BY: JNT
WALLACE, NC 28466 DATE: 10/23/96
COUNTY: DUPLIN SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
60 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
120 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
20 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
80 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL
BAHIA GRASS IS ESTBLJSHED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: DAMES WELLS L,,:SIGNED BY: JWR
ADDRESS: 7163 S NC 41 CHECKED BY: JNT
WALLACE, NC 28466 DATE: 10/23/96
COUNTY: DUPLIN SHEET 1 OF 2
Emergency Action Plan
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this mayor may not be
posaible._Suggested responses to problems are listed below:
A. Lagoon overflow —passible solutions are:
add soil to berm to temporarily increase elevation of dam —any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters) --hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field —actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste'to reduce further runoff '
C. Leakage from the waste distribution system:
pipes and sprinklers —actions include-
- stop recycle (flushing system) pump
— stop irrigation pump
— close valves to eliminate further discharge
—. separate pipes to create an air gap and stop flow
flush system, houses, solids separators —actions include:
— stop recycle (flushing system) pump
-- stop irrigation pump
--- make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks —possible action*:
dig a small well or ditch to catchall seepage, put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily plugged with clay soil
Murphy Family Farms Engineering P. O. Box 759, Rose Hill NC 28458 [phone]

—I
0
_.t
M.
Fa'
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: I.l_•,4h County:
Address: 716 3 49!: f Date:
_ ZJO 1 (aC 1. , Al.
Telephone: 7/O _z g;sz7e
TABU3 1 - Pield Specifications (I)
:I?fj�p /rn
Field
Number (2)
Approximately
hlaximum
Weabte Site
of Field (3)
(Oats)
Sail Type
Slope
{%)
Crop(s)
Maxinntm
Appllcatiom
Rate (d)
001r)
MAXIMUM
Applleatlem
per ltrigmion
Cycle (d)
(inches)
Comments
�l. 6
604
0- L
7'aJ! fescue- s .rr�
v
r,v
If �9
�f 7
(10,41
n-
_
(> - z..
0)'- �i
n
(1) Table to be comploN in its entiusty by Meld (price prisumiel and fuuatded lu the irrigation syslCm designer.
(2) See atlachal nxtp provided by the Field Office rot hold localion(s).
(31 'I'mHal field acreage Gnus nxli irLd buffer areas.
(11 Refar to N.C. Irrigation Guide, Field Office Taclutiral Guide, Seclion I & G. AMUal application must not exceed the ugronomic rates for tha soil and crop used.

• • FARM NAME:
# OF ANIMALS
FINISHER
NURSERY
sows
STORAGE VOL
TREATMENT =
STORM =
TEMPORARY --
TOTAL USEABLE VOL =
J. Wells #2 DATE: 07/13/96
DONE BY: WGS
2448
0
0
REQUIRED
330480
ACTUAL
330480
% OF
REQUIRED
100.00%
DEPTH
7.58
41596
41596
100.00%
0.69
119528
76804
64.26%
1.35
491604
448879
91.31 %
9.62
DAYS OF TEMPORARY STORAGE: 116
DEPTH OF SLUDGE: 1.0
NOTE: THE ACTUAL VOLUMES DISPLAYED ON THIS SHEET ARE CALCULATED
USING THE AREAS OF THE CONTOURS CREATED ON ONE FOOT INTERVALS.
THE TOTAL VOLUME CALCULATED USING DCA = 448848

FARM NAME: J. Wells #2 DATE: 06/24/98
# OF ANIMALS DONE BY: WGS
FINISHER 2448
NURSERY 0
sows 0
% OF
STORAGE VOL
REQUIRED
ACTUAL
REQUIRED
DEPTH
TREATMENT =
330480
330480
100.00%
7.58
STORM =
41596
41596
100.00%
0.69
TEMPORARY =
119528
76804
64.26%
1.35
TOTAL USEABLE VOL =
491604
448879
91.31 %
9.62
DAYS OF TEMPORARY STORAGE
DEPTH OF SLUDGE:
116
1.0 rC-CEIVED
Vv'XiERQ A IYSECi;CN
JINN 3 p 1998
Non_ schn- To Pe.,�,itting
NOTE: THE ACTUAL VOLUMES DISPLAYED ON THIS SHEET ARE CALCULATED
USING THE AREAS OF THE CONTOURS CREATED ON ONE FOOT INTERVALS.
THE TOTAL VOLUME CALCULATED USING DCA = 448848

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Vi

LAGOON SITE SOILS INVESTIGATION
PROJECT: , COUNTY:
FIELD INVESTIGATION BY: /<<, DATE: /??-
SITE SKETCH
'
;
1
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r
o
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5
BORING
DEPTH
SCALE
WT
-�
BORING NUMBER AND PROFILE
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Tqr Ol�.r� r f.�...o r C<,u„
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BORING / SAMPLING METHOD: r�cu� SIGNATURE:

Grower: JAMES WELLS Designed By: JWR
Address: 7163 S NC 41 Checked By: JNT
WALLACE, NC 28466 Date: 10/23/96
Coun : DUPLIN Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
.
Nursery: --------------------
0
Finishing: ---------------------
1200 Hd.
Farrow toweanling:--------------------
0
Farrow to feeder. --------------------
0
Farrow to finish: --------------------
0
Boars: ---------------------
0
Storage Period: --------------------
180 Days
25 Yr. / 24 Hr Storm Event --------------------
7.5 In.
"Heavy Rain" Factor Not Applicable
Rainfall in Excess of Evaporation -- --- -------------------
.7.0 In.
Additional Water Usage: ----- --- ------- --- — — —
— 0
Additional Drainage Area:. — — — — — ---- ------= — — —
— 0
LAGOON INFORMATION
Is Lagoon Designed. as an Irregular Shape?
(Y/N) - ----- ----N
Does Operator Want Emergency Spillway?
(Y/N)— — — — — — — — — — N
-
Is This Design for an Existing Farm?
(Y/N) — — — — — — — — — —Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N)-----------N
Seasonal High Water Table Elev:---------------------
98.00 Ft
Freeboard: — — — — —
— — — — — ---------
1.0 Ft
Emergency Spillway Flow Depth: Not Applicable
Top of Storm / Spillway Buffer: Not Applicable
Side Slopes: --------------------
3 :1 (H:V)
Inside Top Length: ---------------------
235.0 Ft
Inside Top Width: ---------------------
180.0 Ft
Top of Dike Elevation: --------------------
103.20 Ft
Finished Bottom Elevation: --------------------
92.70 Ft
Start Pump Elevation: ---------------------
101.40 Ft
Stop Pump Elevation: -------------------
99.20 Ft. -
LAGOON VOLUME REQUIREDVOL. DESIGN VOLUMES % REQ'D.
Storm Stor =
26438 (Cu.Ft.)
31,025 (Cu.Ft.)
117.35%
Temporary=
64236 (Cu.Ft.)
77,992 (Cu.Ft.)
121.41%
_ Permanent =
162000 (Cu.Ft.)
170,947 (Cu.Ft.).
Total Volume =
252,674 (Cu.Ft.)
279,963 (Cu.Ft.)
_105.52%_
110.80%
Min. -Required Liner Thickness — — — — — — — — — — — — — — — — — —1.5 Ft
Lagoon Surface Area (InsideTOD)------------- --- ---- 42,300 S.F.
Murphy Family Farms Engineering P.O- Box 759, Rose Hill NC 28458 [phone]

Grower: JAMES WELLS - Designed By: JWR
Address: 7163 S NC 41 Checked By: JNT
WALLACE, NC 28466 Date: 10/23/96
Countv: DUPLIN Sheet 2 of 7
ACTUAL DESIGN
VOLUME CALCULATIONS
LAGOON STAGE ---AREA VOLUMES
'
Contour
Elevation FTC
Area SF
Incr. Vol. Cu. FT)
Cumul. Vol. (Cu. FT)
92.70
20,124
93.00
20,647
6,116
6,116
94.00
22,439
21,543
27,659
95.00
24,303
23,371
51,030 -
96.00
26,238
25,270
76,300
97.00
28,246
27,242
103,542
98.00.-__
- 30,325
29,286
132,828
99.00
32,477
31,401
164,229
100.00
34,701
33,589
197,818
101.00
36,996
35,848
233,666
102.00
39,364
38,180
271,846
103.00
41,803
40,584
31 Z430
103.20
42,300
8,410
320,840
These volumes were calculated using the vertical average end area method.
TOTAL REQD VOLUME:
252,674
- CF
CUMULATIVEVOL--
ZONE VOL
110.80%
END PUMP = = = = >
99.20
FT
170,947 CF
TR'MT
170,947
105.52%
START PUMP = = = >
101.40
FT
248,938 CF
TEMP
77,992
121.41 %
MAX STORAGE = = >
10220
FT
279,963 CF
STORM
31,025 -
117.35%
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: JAMES WELLS Designed By:
Address: 7163 S NC 41 Checked By:
WALLACE, NC 28466 Date:
County: DUPLIN Shee,
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
JNT
10/23/96
Animal Type Capacity ALW * cu.ft. Ib = Total
0
30
1.00
0
-Nursery
finishing
1,200
135
1.00
162,000
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
0
Farrow to finish
0
1,4171
1.00
0
Boars
01
4001
1.001
0
-. I otal Required 1 reatment Volume (cu. tt.) = 1b2,o00
Sludge Storage Volume:
Animal Tvpe Capacity * ALW * cu.ft Ib - = Total
Nurse
0
30
0.00
0
Finishing
1,200
135
0.00
0
Farrow. to wean ling
.0
433
0.00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
1 01
1,4171
0.001
0
Boars
1 01
400
0.000
0
Total Required Sludge Storage Volume (cu. ft.) = 0
Temporary Storage Volume:
Manure Production:
]Animal Type Capacity * Sto. Period * (qals/Hd./dayj.= 15E
Nursery
0
180
0.30
0
Finishing
1,200
180
1.37
295,920.
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0
180
5.30
0
Farrow to finish
1 01
1801
14.381
0
Boars
1 01
1801
4.06.1
0
Total Manure Production (gals.) = 295,920
Total Manure Production (cu.ft.)= 39,561
Excess Fresh Water:
Animal Type C aci * Sto. Period * als Hd. da w Total
Nursery
0
180
0.00
0
Finishing
1,200
180
0.00
0
Farrow to weanling
0
180
0.00
0
Farrow to feeder
0
180
0.00
0
Farrow to finish
0
1801
0.001
0
Boars
0
1801
0.001
0
Total Fresh Water Excess (gals.)_
Total Fresh Water Excess (cu.ft.)=
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 (910) 289--211

Grower: JAMES WELLS Designed By: JWR
Address: 7163 S NC 41 Checked By: JNT
WALLACE, NC 28466 Date: 10/23/96
Countv: DUPLIN Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol_ = (Lagoon Surface Area + Additional Drainage Area) * Rainfall J 12in./ft
Vol. = (42300 sq.ft. + 0 sq.ft) * 7 in. /12 in./ft.
Total Required Volumefor Rainfall in Excess of Evap. (cu_ft.)= 24,675
Storm Storage:
Vol. = (Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol. = (42300 sq.ft + 0 sq.ft) * 7.5 in. /12 in./ft.
"�'-T'otal Required Volume for 25Yr.-24Hr. Storm Event (cu.ft)= 26,438
"Heavy Rain" Storage:
Vol. = (Lagoon Surf. Area + Addt'l Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol. = (42300 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for `Heavy Rain" (cu.ft_) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") = 26,438 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 64,236 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 162,000 (CU.FT)
TOTAL REQUIREDVOLUME = 252674 (CU.FT.)
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28468 [phone]

Address: 7163 S NC 41
WALLACE, NC 28466
Countv: DUPLIN
LAGOON DESIGN SUMMARY
. vv.� ........ ... J. - v V V I A
Checked By: JNT
Date: 10/23/96
Top of Dike Elevation • -------------------
Emergency Spillway Crest Elevation ----------------------
Top of 25 yr/24 hr Storm Storage -------------------
Top of "Heavy Rain" Storage ---------------------
Start Pump Elevation -------------------
End Pump Elevation ---.-----.------.-----
Top of Sludge Sage --------------------
Seasonal High Watertable Elev. -------------------
Finished Bottom Elevation - --------------------
Inside Top Length ---------------------
Inside Top Width - ---------------------
Side Slopes ------------------------
Lagoon Surface Area -------------------
Min. Liner Thickness (if required) -- — — — --
Freeboard Depth - -----------.----------
Temporary Storage Period---------------------
Zone Depths:
7
103.20 FT.
Not Applicable
102.20 FT.
Not Applicable
101.40 FT.
99.20 FT.
Not Applicable
98.00 FT.
92.70 FT.
235.00 FT.
180.00 FT.
3:1 H:V
42,300 SF
1.5 FT:
1:00 FT.
180 Days
TOTAL DESIGN.VOL'UME = 279963 (CU.FT.)
Treatment / Sludge Storage Zone Depth — — -- — — — — — — -
Temporary Storage Zone Depth -----------
Freeboard / Storm Storage Zone Depth -----------
Total Laaoon Deoth _------------
6.5 FT:
2.2 FT.
1.8 FT.
10.5 FT.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

Grower: JAMES WELLS Designed By: JWR
Address: 7163 S NC 41 Checked By: JNT
WALLACE, NC 28466 Date: 10/23/96
County: DUPLIN Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 103.20
1 1 1 1
J 1 TOP OF STORM ELEV = 102.20 I 1
1 1 1 1
1 1
_ 1 1
STRT PMP EL.= 101.40 TOP OF TEMP STORAGE ELEV = 101.40 1
END PMP EL. = 99.20 1 TOP OF TREAT ELEV = 99.20 / SHWT = 98.00
. 1 1
. 1 1
1 1
FINISHED BOTTOM ELEV = 92.70
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: JAMES WELLS Designed By: JWR
Address: 7163 S NC 41 Checked By: JNT
WALLACE, NC 28466 Date: 10/23/96
County: DUPLIN Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359-- WASTE TREATMENT
LAGOON, revised prior to June, 1996.
I Emergency Spillway:
An EMr=gency Spillway is not required.
NOTE: See attached Waste ,tat
r _O
DESIGNED: -
_ = SEAI. - ..
14985
DATE: t%& -- "=''��'yGIN�`�e•'
��fl [I![Ill1l1��
COMMENTS:
I
w rw ■rrr�
Murohv Family Farms Enaineerina P.O. Box 759. Rose Hill NC 28458
[phone]

GROWER: JAMES WELLS DESIGNED BY: JWR
ADDRESS: 7163 S NC 41 CHECKED BY: JNT
WALLACE, NC 28466 DATE: 10/23/96
COUNTY: DUPLIN SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days -of
temporary storage. The time required for the planned -fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year / 24 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events.-Allccatlttrfor any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the -start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience -as site.
conditions permit, such as weather, soils, crop, and equipment in order to apply -waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable 'method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start—up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed- The* plan recommends
sampling and testing of waste before land application.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 26458 [phone]

ADDRESS: 7163 S NC 41
WALLACE, NC 28466
COUNTY: DUPLIN
CHECKED BY: JNT
DATE: 10/23/96
3. Begin temporary storage pump —out of the lagoon when the fluid level reaches the
elevation 101.40 as marked by the staff gauge. Stop pump —out when the fluid level
reaches elevation 99.20. This temporary storage, less 25 year / 24 hour storm,
contains 77992 cubic feet or 583377 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
---- -
6. Repair any eroded or damaged areas and. establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights —of —way.
9. The Clean Water Act of 1977 prohibits -the dischargeof pollutants -into waters -
of the United States. Waste shall not be discharged -into surface waters, drainageways,
or wetlands by either discharge or by over —spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

ADDRESS: 7163 S NC 41
WALLACE, NC 28466
COUNTY: DUPLIN
CHECKED BY:
DATE:
SHEET 1
JNT
10/23/96
OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees,- logs, stumps, roots,'brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AWD EARTHFILL PLACEMENT
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept. of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.5 FT.
NOTE- LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms Engineering R0- Box 759, Rose Hill NC 28456 [phone]

: JAM
ADDRESS: 7163 S NC 41 CHECKED BY: JNT
WALLACE, NC 28466 DATE: 10/23/96
COUNTY: DUPLIN SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfilled as specified to grade with a material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area. The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure proper moisture
content during placement of the liner. The moisture content of the liner material -shall not
be less than oMtrnum moisture content during placement. The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be'scarified
and moistened as needed before placement of the next lift.
The single most important factor affecting the overall compacted permeability of a clay
liner, other than the type of clay used -for the liner, is the efficient construction processing
of the compacted .liner. The sequence of equipment in .an established pattern helps
assure uniformity in the entire placement and compaction process. - For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction -equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10-5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. -With the
minimum required liner thickness stated- earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6cm/sec.,- Upon
completion of the liner, undisturbed samples will be taken and tested for actual - .
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in —situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
'To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
Murphy Family Farms Engineering P.O. Box 759, Rose Hilt NC 28456 [phone]

GROWER: JAMES WELLS
ADDRESS: 7163 S NC 41
WALLACE, NC 28466
COUNTY: DUPLIN
CHECKED BY:
JNT
DATE: 10/23/96
SHEET 3 OF
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant. When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensionsaf tP a cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according -to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
be established as soon as possible during 'the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain file lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When the drains are encountered, the tile will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The file trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. W safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 26458
[phone]

GROWER: JAMES WELLS DESIGNED BY: JWR
ADDRESS: 7163 S NC 41 CHECKED BY: JNT
WALLACE, NC 28466 DATE: 10/23/96
COUNTY: DUPLIN SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120 LBS. FESCUE GRASS AT 60 LBS_/ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
---60 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY -FOR FESCUE)
120 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS.JACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
16 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS.'/ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
20 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS.JACRE
SEEDING DATES: JANUARY 1�TO MARCH 30
80 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER UNTIL
BAHIA GRASS IS ESTBUSHED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458
(910) 289--2111

:: J
IGN
ADDRESS: 7163 S NC 41
WALLACE, NC 28466
COUNTY: DUPLIN
Emergency Action _Plan
CHECKED BY:
DATE:
SHEET 1
JNT
10/23/96
OF 2
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that -wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water or leave your property to consider that you have a problem. You should
make every effort to ensure that this does not happen. This plan should be available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible7-ftggested responses to problems are- listed below:
A. Lagoon overflow —possible solutions are:
add soil to berm to temporarily increase elevation of dam -any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters)--holdwaste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
'B. Runoff from waste application field --actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers —actions include:
stop recycle (flushing system) pump
stop irrigation pump
close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks —possible action*:
dig a small well or ditch to catch all seepage,put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarily plugged with clay soil
Murphy Family Farms Engineering P. 0. Box 759, Rose Hill NC 28458
[phone]

ADDRESS: 7163 S NC 41 CHECKED BY: JNT
WALLACE, NC 28466 DATE: 10/23/96
COUNTY: DUPLIN SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
B. During noral business hours, call your DE regional office, at 910-395-3900
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2-above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been under taken, and the seriousness of the situation.
C. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS)at 910-296-2160.
D. Instruct EMS to contact local Health Department
E. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance.
910-296-2143 for advice/technical assistance.
A. Contact Murphy family Farms Land and Nutrient Manageent Departent at 910-
289---2111 for advice/technical assistance.
4. Implement procedures as advised by DEM and technical assistance agencies to rectify
the damage, repair -the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910— 296— 2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANASVILLE, NC 28349
910-296-2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANASVILLE, NC 28349
910— 296— 2160
DIVISION OF ENVIRONMENTAL MANAGEMENT
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405 — 3845
910-395-- 3900
Murphy Family Farms Engineering -P.O. Box 759, Rose Hill NC 28458 [phone]

CONSTRUCTION COST ESTIMATE
DATE PREPARED
10/28/96
SHEET OF
1 1
PROJECT: JAMES WELLS
MODIFIED MO RETROFIT
BASIS FOR ESTIMATE:
_ CODE A (No design completed)
_CODE B (Preliminary Design)
X CODEC (Final Design)
_ OTHER (Specify)
DESCRIPTION: i
NEW LAGOON FOR CERTIFICATION - 1200 HD. SITE
ESTIMATOR:
JWR
CHEC'D BY:
JNT
ITEM
QUANTITY
LABOR
MATERIAL
TOTAL
COST
NO
UNITS I
UNIT
MEAS
PER
UNIT
TOTAL
PER
UNIT
TOTAL
LAGOON:
EXCAVATION
7,438
CY
1.15
8,554
8,554
CLAY LINER
2,808
CY
3.50
9,828
9,828
CHANGE RECYCLE IVSTEM
1
LS
500.00
500
250.00
250
750
CHANGE IRRIG. CONNECTION
1
LS
750.00
750
500.00
500
1,250
SURFACE WATER DIVERSION
1
LS
650.00
650
650
CONST. DRAINAGE
1
LS
2000.00
2,000
2,000
SEEDING / MULCHING
2
AC
600.00
1,200
1,200
DISCHARGE PIPE REROUTING
8" PVC
127
LF
1.50
191
5.00
635
826
JUNCTION BOXES
2
EA
100.00
200
100.00
200
400
LIFT STATION
1
LS
2000.00
2,000
8010.00
8,010
10,010
NOTE: THIS ESTIMATE DOES NOT
INCLUDE
ISURE
OF
EXISTING
GOON.
COST TOTALS
;
25,872
F
9,595
35,467
FR.E:#%AM0-ES T.W(3)

7—e7-1 CGS 8 = 02AM F= CN1 C_ 4L_ BR INKLEY AND SCN 91 a 22S 31 03
us
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govemor
Wayne McDevitt, Secretary
A_ Preston Howard, Jr., P.E., Director
July 2, 1998
Linda B. Wells
Jimmy & Linda Wells Faun -4I&Z
7163 S. NC 41
WaLlace NC 28466
Dear Linda B. We1Is:
(.C,rd Eflc;'i;
Non
NORTI-I Caeor.: A DCPARTMFJ4T OF
ENVIRbNMe:NT AND N. rLftAL P.csouRGes
Subject: Application No. 31-0363
Additional Information Request
Jimmy & Linda Weis Farm 11&2
Animal Waste Operation
vuplin County
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject
application. Additional information is required before we can continue our review. Please address the fo11oti4ing
by Au&ust 1, 1998: .
I } Please out the enclosed Notification of Change of C>%Nmcrship Alton J. Wells to Linda B. Wells and
3"d a copy to this office,
2) A credit for residual nitrogen from, a leguminous crop such as soybean in a crop rotation must be
accounted for in the subsequent crop_ Rence, nitrogen application rams to the crop following a
legume should be reduced by 15 - 30 lb. per acre depending upon the soil type. Please verify or
revise, if necessary, your waste utilization plan to properly list all application rates with residual
nitrogen incorporated into your cropping scheme.
Pleasc 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 August 1, 1998 or the Division will return
your application as incomplete in accordance with 15A N.C.A.C. 211 .0200 and your facility will be considered tc
be operating without a permit.
Please be advised that operation of the subject animal sVaste management system without a valid permit is
a violation of North Carolina General Statutc 143-215.1 and will subject you to the enforLeinent authority of the
Enviroarn--ntal Management Commission.
If you have any questions regarding this request, please :.all me at (919) 73 3-5083,. extension 363.
Sincerely,
JR Jodi
Soil Scientist
Non -Discharge Perm itting Unit
cc: Wilmington Regional Office, Water Quality
Permit File
P.O. Box 29535, Raleigh, North Carolina 2762M535 Telephone [phone] FAX [phone]
r,n Equal Oppor hinity Affirmative ACion Employer 50% recyded/ I0% post -consumer paper

FRCV C_ lti_ BR I NKLEY AND SON G' i C Z-85 3103 P. 2
• +VVA64a%."16A%J11 V1 VilA11�G V1 kiw1jersnlp
Animal Waste Management Facility �'' _ C El�' E D
M=se rype or print ail information L: at daes rot require a signature)
In aCce.narce with ttse requirements of 15.E NCAC 2H .0217(a)(l)(H)(xii) this form is official
y_ nctiticadon o the Division of Environment.,) Management (E)EM) of the transfer of o�?ikrshio�ofgziri
A:urnal Wasre Management Facility. This `orris must be submitted to DEM no later than 60 days
fallowing the transfer of ownership. f�lOt1-13.vt sr3t ;�: E�errr:t t€tt[�
f�gneral TnLdl rna ion:
Na ne of Faun:_ 3-1 r.-..� W.e�1 ,�,-��.a Z_ _Facility No.
Previous Owner(s) Name: J` Phone No:t31tJ) ao s - 5
NewOw t (s)Name ?;1one4o:(-gl0) z$S-S�1L,
Mailing Acdr:ss:71l�3 S 'C> C. Q. LAu
Farm Location: Fourteen Digit Hydro oric linir:__
�
Latic+tie and Lonitucie: �a � /1`bb W.
Oyu `�� Caunty:
P ease attach a copy of a counry road map with location identified and describe below (Be specific: road
:'lames. C=ions, rniiepost, cry
iy,-e cf S--ine MO. Of Animals Type. of?ouiry ,Y;,. _f An:mf:t Type of Csrt?e No. of Anima-'s
Q Wean to Ft- 01-3ywiry
�--ftr z tiR'ttS:t �319 'A I -Z ?uiltu Rees
7.'1:Zw t0 wean,
M v=w ro Feeder
7 Farr -ow z Finisa Obit Type cf '_:•oe: rock- of AA rail'
4cr vsgc Available for Application: 3� • �- L iequired Acreage:
Number Lagoons !Storage Pcrds ., a 'otz Ccoacity: nnl Cubic re— (fry
it fe**sari# r.arars �k+sa'ss�i ar ac it iir stiles;fit Jpk�}}#i a1F�[�fY Ysas as il�Y=Y*sari/f'#i1r+FXrw'sr +i. +wrr��R ..�*s F+r+4M�R
Owner ! Xanager Agreement
: (we) ver..fy chat all the above information is co -act and will be updated upon Cha:tging. : (wei unders=d the operation and
:-minmm--.c: proCzdt:w•'cs estaWistied in the approved animal waste management plan For the fx-m named'abOve and will
implernenc Lim procedures. I (we) knth ow at any expansion to the existing dcsigl cspacity of Uie 1-as:e treatment and
.storage system or Ganszrjction of new facihi es wial require a nrew cersFation to be submitted w the Division of
Enyim anrrcntal Management before the ne y inimals are, stocked. i (we) undo: sand :.`tat ;here must be no d;scharie of aramal
waste from the SWrage or application systern o surface waters of :ha state cid5cr directly through a ;nL-j-tnjde conveyance or
:.sass at stonn event less s:vue yi&i the 2S-Year. 2=-hour storms and Isere must not be run-off from the a_pli=don of animal
waste. I (we) unders"nd "r rm-eff of pollutants from lounging and heavy se areas must be minimized using technical
standards dwetoped by the ventral Resoaraes Conservation Service. The approved plan will be filed at the farm and at the
office of the local Soil and Waco Co.-sservadon DisuiCL I (we) know _hat any modification must be approved by a tech sica!
socialist znd submined to the Soil and Water Conservadon District prior to insdlemearation. A change in land ownership
requir-es u/n. tie . nodfeation to DENS or a new c&dficaticn (if the approved plan is changed) within 66 days of a title ugnsfer.
Narne of New X#and Owner : we—
Signature: Date. "1- �' S
Name of Hanager(if different from owner):
Signature: ,. _ Date:
Please sign and return this forrn to: N. C. Mvision.Of Environmental Management
Water Quality Seniors_ Compliance Group
Raleigh, NC 276'c6-0535
NCO -- .May Z, i996

Producer: J , m.-.7
Qc- I 1 s
Location: /�/C `f S��-,� a��C-LCe�
Telephone: Q-116) to
Type Operation: 1 le- r. S
Number of Animals: 36 Li
(Design Capacity)
The waste from your animal facility must be ]and applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the nniwl waste should
be used to reduce the amount of commercial fertilizer required for the crops in the fields
where the waste is to be applied. This waste utilization plan uses nitrogen as the Ming
nutrient. Waste should be analyzed before each application cycle. Annual sou tests are
s=onQ.ly encouraged so that all plant nutrients can be balanced for realistic yie (is of the
crop to be grown.
Several factors are important in implementing your waste utilization plan in ord_—to
maximi7e the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the moo to be
grown and the nutrient content of the waste. Do not apply more nitrogea than the crop
can utilize. Sod types are important as they have different infiltration rates. leaching
potentials, cation exchange capacities, and available water holding capacities. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special precautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do not apply waste on saturated soils, when it is raining, or when the sur:Ece is
frozen_ Either of these conditions may result in runoff to surface waters which is not
allowed under DEM regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To mwdrr;7e the value of nutrients for crop production
and to reduce the potential for pollution, the waste should be applied to a growing crop or
applied to bare ground not more than 30 days prior to planting. injecting the ware or
dishing will conserve nutrients and reduce odor problems.
T"rle estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis
report from your waste manacrement facility. Attached you will find information on
proper sampling techniques, preparation, and transfer of waste samples to the lab for
analysis.
This waste utilization plan, if carried out, meets the requirements for compliance Nvith 15A
NCAC 2H.0217 adopted by the Eavironme-atal Manasememt Cammission.

Amount of Waste Produced Per Year(gallon
s tons etc_
o,
LI St - azumals X 1 �'►( aste/ar�izr3a]/year =�� (aazr waste/year,
Amount of Plant Available Nmogen (PAN) Produced Per Year
3 animal X-31bs. PAN/animal/year = g ago Ibs_ PAN/year. (PAN from N. C. Tech.
Guide Std. 633)
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown
and surface application:
Table 1: ACRES OWNED BY PRODUCER
Tract Field Sod Crop Lbs. N Acres Lbs. N Month of
No. Tvoe Per Ac. * Utilized Anolication
�61
•
V• \ _
Wa
* This N is from animal waste only. If nutrients from other sources such as commercial
fertilsZer are applied, they must be accounted for. N must be barred on realistic yield
expectation.
NOTE: The applicator is cautioned that P and K maybe aver applied while meeting the N
requirementL Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of North Carolina to have a nutrient nsanagement plan that addresses
all nutrients This plan only addresses Nitrogen.
2

Tci OR L0-TG 5le 1: ACR:S W��ri 4G �E-1��, I,r'�=
G -�F wiLi zdja=__ I=e-:. tee_ be a-
i �cr Fe?� Say Crolo L'os. Acres Lbs.N of
- L�'T• IT+�.�.
TZT II
5c_ iu or .3ia�'i !
call= �crs afsluc��e_:c�:crwr:ierczz:. 1rszSr_•�--_ :u:%rDerltr.'�-:;:_ _.:wr::
.s

See artached map showing the fields to be used for the utilization of waste water.
Application of Waste by Irrigation
Field Soil Type Crop Application Application
No_ Rate (T IHr) Amount (hL)
3
Ga A
L<GI wh
-y
l. D
q
Go A
�. Iwh
•`3
�. t�
LP
G.
I _S 'rABLz rS NOT NE ED IF WASM IS HOT BEa3G A ?LMD BY M-RUMATION, HOWEVER A SZT-ARZA=- WILL
BE_-'" - IMFOR DRY i. ME—KO2SLMILRY.
�Z�gOot,S
•QS prt
Your facil�ia designed for nUdays of temporary storage and the temporary storage
=is be removed on, the average of once every , Ln __ _ MONTHS. In no krcaace should
the volume of waste being stored in your structure exceed Elevation % Scc I2:: d w b V.
Call the local Natural Resources Conservation Service (formerly Soil Conszr;adOn
Service) or Soil and Water Conservation District office after you receive the w=e
analysis report for assistance in determining the amount per acre to apply and the proper
application rate prior to applying the waste.
4

�..:.., xMMM
REQUIRED SPECIFICATIONS
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 which 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. Ifthe
producer does not own adequate land to properly dispose of waste, he/she shah
provide a copy 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
responsbility of the owner of the facility to secure an update of the Waste Utilization
Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exce.,d, the nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climatic conditions,
and level of management, unless there are regulations that restrict the rate of
application 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 that is eroding at 5 or more tons, but less than 10 tons
p er acre per year providing grass filter strips are installed where runoff leaves the field -
(See FOTG Standard 393 - Filter Strip).
Odors can be reduced by injectinz the waste or disk -in a, after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tamed cropland. When 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 p onding should occur in order to
control odor or flies.
8. Animal waste shall not be applied to saturated soils. during rainfall events. or when the
surface is frozen.

REQUIRED SPECIFICATIONS
(continued)
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. Waste nutrients shall not be applied in fall or winter for spring planted crops on sods
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 reddential
property boundary and from any perennial stream or river (other than an im-ation
ditch or canal. Animal waste other than swine waste from facilities sited on or after
October 1, 1995), shall not be applied closer than 25 feet to perennial. wars. (See
Standard 393 - Filter Strips).
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
wetlands provided thev have been approved as a land application site by a "technical
sp ecialist". 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
a23-onomic rates in a manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdowu facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
6

REQUIRED SPECIFICATIONS
(continued)
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
possbility of an illegal discharge, pollution and erosion-
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regalar
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 preplant with no further applications of
animal waste during the crop season.
21. Stghly viable 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 w�1 be
required to mark the macxi= storage vohame for waste storage ponds.
22. Waste shall be tested within 69 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate-
determiniag element. 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 for optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry waste application records
Shall be maintained for three (3) 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.

WASTE UTILIZATION PLAN AGREEMENT
Name ofFarm:T\Oi2NN,—
Owner/Manager Agreement
I (we) understand and wM follow and implement the specification and the operation and
maintenance procedures established in the approved animal waste utflization plan far the
farm named above. I (we) know that any expansion to the existing design capacity ofthe
waste treatment and storage system or constriction of new facilities wig require anew
certification to be submitted to the Division of Environment Management (DEM) before
the new animals are stocked. I (we) also understand that: there must be no discharge of
animal waste from this system to surface wasters of the state from a storm event less
severe than the 25-year, 24-hour storm The approved plan wM be filed on -site at the
fa= office and at the office of the local Soil and Water Conservation District and wM be -
available for review by DEIM upon request.
Name of Facility Owner: �. m•�W e_t'1 c, _
(Please print) f/N,-,D—ate:
-
Si, -nature: �/p
dame of Manager(If different from owner):
Si -nature:
Date:
Name of Technical Specialist (Please print) G: , r �QeP-t) ,
6
Affiliation: \--��,r� c• �� .� �-,. *�S
Address (Agency): p C
Signat

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State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
November 13, 1996
Alton J. Wells
Jimmy & Linda Wells Farm #2
7163 S. NC 41
Wallace NC 28466
SUBJECT: Operator In Charge Designation
Facility: Jimmy & Linda Wells Farm #2
Facility ID#: 31-363
Duplin County
I guy-ra MUM
M
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 919/733-0026.
Sincerely,
A. Preston Howard, Jr., P.E., Director
Division of Water Quality -
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 27687, NvfCAn
y�
Raleigh, North Carolina 27611-7687 Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 _ 500,6 recycled/1()% 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
Alton J. Wells
Jimmy & Linda Wells Farm #1
7163 S. NC 41
Wallace NC 28466
SUBJECT: Operator In Charge Designation
Facility: Jimmy & Linda Wells Farm #1
Facility ID#: 31-532
Duplin County
Dear Mr. Wells:
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 919/733-0026.
Sincerely
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 27687, 14yi
Raleigh, North Carolina 27611-7687 C An Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 50% recycled/ 10% post -consumer paper

_ REGISTRATION FORM FOR ANIMAL FEEDLOT OPERATIONS
Department of Environment, Health and Natural Resources, ..1: .. _
Division of Environmental Management
Water Quality Section '
If the animal waste management system for your feedlot operation is desighed #o .seryp,-.0
more than or equal to 100 head of cattle, 75 horses, 250 swine, 1,000 sheep, r
birds that are served by a liquid waste system, then this form must be filled out and
mailed by December 31, 1993 pursuant to 15A NCAC 2H. 0217 (c) in order to be deemed
permitted by DEM. Please print clearly.
Farm Name: Jimmv Wells
Mailing Adress: .� T 1
�� • C
i ZIP Srt1 G
County: J ;Z Phone No.
W
Owner(s) Name:
Manager(s) Name:
Lessee Name:
Farm Location (Be as specific as possible: road names, direction, milepost, etc.):
Latitude/Longitude if Known:
23-048---01-07--0
Design capacity of animal waste management system (Number and type of confined
animal(s)): %7D0 /fl'k- &/ eve
ff.
Average animal population on the farm (Number and type of animal(s) raised):
.7e •�r-a - �,r.�,�
Year Production Began: 1 �f 92 ASCS Tract No.:
Type of Waste Management System Used: ,9 Don
Acres Available for Land Application of Waste:
/ !)
/4 cY
r DATE:
Owner(s) Signatures): .s /� • ��.� � 3
K Gd� �GlDATE: � -/
3!- �

State of North Carolina
Depertment of Environment,
Health and Natural Resources 4•
Division of Environmental Management
James B. Hunt, Jr., Governor Pq Pt
B.Jonathan . Howes,, Secretary
A. Preston Howard, Jr., P.E., Director
June 22, 1993
Timmy Wells
Rt. 1 Box 71
Wallace NC 28466
Dear Mr. Wells,
This is to inform you that your completed registration form required by the recently
modified nondischarge rule has been received by the Division of Environmental Management
(DEM), Water Quality Section.
On December 10, 1992 the Environmental Management Commission adopted a water
quality rule which governs animal waste management systems. The goal of the rule is for animal
operations to be managed such that animal waste is not discharged to surface waters of the state.
The rule allows animal waste systems to be "deemed permitted" if certain minimum criteria are
met (15A NCAC 2H .0217). By submitting this registration you have met one of the criteria for
being deemed permitted
We would like to remind you that existing feedlots which meet the size thresholds listed
in the rule, and any new or expanded feedlots constructed between February 1, 1993 and
December 31, 1993 must submit a signed certification form to DEM by December 31, 1997.
New or expanded feedlots constructed after December 31, 1993 must obtain signed certification
before animals are stocked on the farm. Certification of an approved animal waste
management plan can be obtained after the Soil and Water Conservation Commission adopts
rules later this year.
We appreciate you providing us with this information. If you. have any question about
the new nondischarge rule, please contact David Harding at [phone].
Sincerely,
% . Steve Tedder, Chief
Water Quality Section
P.O. Box 295M5, Raleigh, North Carorina 27625-MS ieiephona 915 ;733-7015 FAX [phone]
An Equal Opportundy Affirmative Action Employer 50% recycled/ 10% past -consumer paper

�,`,, •,LIB
CGiSTRATION FORM FOR ANIMAL FEEDLOT OPERATION�r�, MAR
Department of Environment, Health and Natural Res rces.
Division of Environmental Management WAi�:� QUA'ITy
Water Quality Section. Pjanr jn g
n. 9 rants i
If the animal waste management system for your feedlot opera¢
designed to serve more than or equal to 100 head of cattle, 75
horses, 250 swine, 1,000 sheep, or 30,'000 bi-rds that are served by
a liquid waste system, then this form must be filled out and mailed
by December 31, 1993 pursuant to 15A NCAC 2H.0217(c) in order to be
deemed permitted by DEM. Please print clearly.
Farm Name:
Mailing Ad
C
Owner (s) Name:
Managers) Name:_ `-.—
Lessee Name:
Farm Location (Be a specific as possible: road names, direction,
milepost, e . ) : �
6 � C
Latitude/Longitude if known:
Design capacity of animal waste management--system.(Number and type
of confined animal (s)) : I T _C�/�� 6-
Average animal popul tion on the far; .(Number and type of animal (s)
raised) : - )_ 4 QQ - - - - -
Year Production Began: 19 10 ASCS Tract No ::
Type of Waste Management System Used:
a rJ-
Acres-Available for Land Application ot_Waste:
Owner (s) .Signature (s) DATE:
DATE : 1
3 (-36-5

" State of North•Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
October 22, 1993
Alton J. Wells
Rt- 1 Box 71
Wallace NC 28466
Dear Mr. Wells,
10 ova
IDEHNR
This is to inform you that your completed registration form required by the recently
modified nondischarge rule has been received by the Division of Environmental Management
(DEM), Water Quality Section.
On December 10, 1992 the Environmental Management Commission adopted a water
quality rule which governs animal waste management systems. The goal of the rule is for animal
operations to be managed such that animal waste is not discharged to surface waters of the state.
The rule allows animal waste systems to be "deemed permitted" if certain minimum criteria are
met (15A NCAC 2H A217). By submitting this registration you have met one of the criteria for
being deemed permitted.
We would like to remind you that existing feedlots which meet the size thresholds listed
in the rule, and any new or expanded feedlots constructed between February 1, 1993 and
December 31, 1993 must submit a signed certification form to DEM by December 31, 1997.
New or expanded feedlots constructed after December 31, 1993 must obtain signed certification
before animals are stocked on the farm. Certification of an approved animal waste
management -plan can be obtained after the Soil and Water Conservation Commission adopts
rules later this year.
We appreciate you providing us with this information. If you have any question about
the new nondischarge rule, please contact David Harding at [phone].
Sincerely,
Steve Tedder, Chief
Water Quality Section
P.O. Box 29535. Rdeigh, North CorOdna 27626-T-35 . telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 509E recycled/ 109E post -consumer paper

r . State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
October 22, 1993
Alton J. Wells.
Rt. 1 Box 71
Wallace NC 28466
Dear Mr. Wells,
This is to inform you that your completed registration form required by the recently
modified nondischarge rule has been received by the Division of Environmental Management
(DEW, Water Quality Section.
On December 10, 1992 the Environmental Management Commission adopted a water
quality rule which governs animal waste management systems. The goal of the rule is for animal
operations to be managed such that animal waste is not discharged to surface waters of the state.
The rule allows animal waste systems to be "deemed permitted" if certain minimum criteria are
met (15A NCAC 2H .0217). By submitting this registration you have met one of the criteria for
being deemed permitted.
We would like to remind you that existing feedlots which meet the size thresholds listed
in the rule, and any new or expanded feedlots constructed between February -1, 1993 and
December 31, 1993. must submit a signed certification form to DEM by December 31, 1997.
New or expanded feedlots constructed after December 31, 1993 must obtain signed certification
before animals are stocked on the farm. Certification of an approved animal waste
management--plin can be obtained after the Soil and Water Conservation Commission adopts
rules later this year.
We appreciate you providing us with this information. If you have any question about
the new nondischarge rule, please contact David Harding at [phone].
Sincerely,
Steve Tedder, Chief
Water Quality Section
P.O. Box 29535, Rdelgh, North CaroMa 27626053.5 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer . 50% recycled/ 1 o% post -consumer paper

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