310189_HISTORICAL_20171231

NUHTH CAROLIN
Department of Environmental Qua

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-189 County: Duplin
Facility Name: Eugene Whaley Farm
Certified Operator Name: Eugene Whaley Operator Number:
17331
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: 1 2
Spillway(Y or N): N N
Level(inches): 18 18
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. 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 DW Q 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: 1211109
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.
Eugene Whaley Phone: [phone]
Facility Owner/Manager (print)
Date: 12/9/2009
�`= Facility wnef/Mans r (signature)

II. 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 = 227.1
lb PAN
2.
Structure ID: Lagoon 2
line m = 79.1
lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
to PAN
6.
Structure ID:
line m =
lb PAN
n.lines 1+2+3+4+5+6= 306.2lbPAN
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)
I. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
5251
2
Small Grain
4.66
50.00
233.0
Sept - April
5251
3
Small Grain
4.42
50.00
221.0
Sept - April
5251
4
Small Grain
4.65
50.00
232.5
Sept -April
5251
5
Small Grain
4.28
50.00
213.9
Sept -April
5932
10
Wheat
3.481
125.00
435.0
Sept - April
5932
11
Wheat
2.56
125.00
320.0
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) = 1655.4 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 306.2 lb. PAN
PoA (30 Day) 2/21100

x. Crop's remaining PAN balance (line v from section 111) = 1655.4 lb. PAN
y. Overall PAN balance (w - x) _ -1349 lb. PAN
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 options, recalculate new PAN
d on new information. If new fields are to be included as an option for lowering lagoon level, add these
o 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
NARRATIVE:
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

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): La oon 1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
b. designed 25 yr./24 hr. storm & structural freeboard
c. line b - line a (inches in red zone) _
d. top of dike surface area according to design
(area at below structural freeboard elevation)
e. line c/12 x 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
18.0 inches
19.5 inches
1.5 inches
92125 ft2
86137 gallons
180 days
g. volume of waste produced according to structural design 116329 fts
h. current herd # 2900 certified herd # 4896
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 10/27/2009
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
68904 ft3
Oft
53739.E ft3
152896 gallons
0.95 Ibs/1000 gal.
227.1 Ibs. PAN

I
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
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/ft3
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
l 8.01 inches
19.0 inches
1.0 inches
31250 ft2
19479 gallons
180 days
g. volume of waste produced according to structural design 29011.8 Ila
h. current herd # 1000 certified herd #F 880
actual waste produced = current herd # x line g = 32968 I`C
certified herd #
i. volume of wash water according to structural design it,
j. excess rainfall over evaporation according to design 18229.2 to
k. (lines h + i +j) x 7.48 x 30 days/line f= 63826 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 10127/2009 I 0.95 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 79.1 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00

PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FA _ S
Facility Number: 31-189 County: Duplin
Facility Name: Eugene Whaley Farm
Certified Operator Name: Eugene Whaley Operator Number: 17331
1. Current liquid level(s) in inches as measured from the current liquid level in the the
lowest point on the top of the dam for lagoons without spillways; and from the cum G level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Name/ID: 1 2
Spillway(Y or N): N N
Levet(inches): 19 19
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of or. •e structr
Five and 30 day Plans of Action are attached. Hydraulic and agronorn = -es are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or m- s{ - tires. fi
30 day Plan of Action is attached. Agronomic balance is within accept_ a r -e.
Waste is to be pumped and hauled to off site locations. Bolume and P, ' . nt of wr
to be pumped and hauled is reflected in section III tables. Included wit an is a
of the proposed sites with related facility numbers, number of acres an g crop
information. Contact and secure approval from the DWO prior to trans o : Me to 2
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
'Attach a complete schedule with corresponding animal units and date, o : )pulalic
"if animals are to be moved to another permitted facility, provide facility n 'again
Freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 216/2010
I hereby certify that 1 have reviewed the information listed above and includr ci .a the
attached Plan of Action, and to the best of my knowledge and ability, the inf, 1:. zn is
accurate and correct.
Eugene Whaley Phone: [phone]`
Facility Qwn NManager (print)
\J Date: 2/4/2010_
Facility Owner/Manager ( nature)
Lr '�

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD Al
P- 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FAC
'T
1. Structure ID: Lagoon 1 line m =
'.5 lb PA'
2. Structure ID: Lagoon 2 line m =
60.6 lb P'
3. Structure ID: Lagoon 3 line m =_
—lb Pig
4. Structure ID: line m =
Ib Pf '
5. Structure ID:
6. Structure ID:
line m = Ib PA
line m = Ib PA
n.lines 1+2+3+4+5+6= 2"12lbDi
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 " DRAW DOv
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DUR'' 30 DAY
o. tract #
p. field #
q. crop
r. acres is.
remaining IRR
2 PAN balance
(Ib/acre)
t. -
W
FI
col
5251
2
Small Grain
4.661
25.00
5251
3
Small Grain
4.42
25.00
5251
4
Small Grain
4.65
25.00
5251
5
Small Grain
4.28
25.00
5932
10
Wheat
3.48
- 110.00
5932
11
Wheat
2.56
100.00
! AN J. HYG
^R
E (' �
S
"6.S�Seo
l Jep,.
�_
Sept
81 Ssrr,'
_I^
State current crop ending application date or next crop application beginning data —
receiving crops during 30 day draw down period.
v. Total PAN available for all fields (sum of column t) _ _ I.l lb.
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 2 lb. P
PoA (30 Day) 2/21100
d

x. Crop's remaining PAN balance (line v from section III) = a?.1 lb. F
y. Overall PAN balance (w - x) _ - 6 b. P
y must show as a deficit. If line y does not show as a deficit, list course of act nc' idin;
depopulation, herd reduction, etc. For pump & haul and herd reduction optioi . ;c:ul, to m
d on new information. If new fields are to be included as an option for lowerin level, a
to the PAN balance table and recalculate the overall PAN balance. If animal I to be h
ier permitted facility, provide information regarding the herd population and la board' Ir
to and
vN
!se
!o
at the
Irrigation onto existing spray fields will continue as weather and field conditions pc 01.31 ±
available for pumping if needed. This is a renewal of the 30 POA prepared for Mr. i I ecer 9, 2009.
Due to wet and cold weather, Mr. Whaley has been able to pump only about 100,t ; o,-; ! :ter
crops. Therefore, we are renewing his 30-Day POA for this facility. Mr. Whaley w, e ; !anr y as
weather, crops and fields permit.
PoA (30 Day) 2/21100

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL % IES
30 DAY DRAW DOWN PERIOD
1. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): 15goari 1
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboa
a. current liquid level according to marker 19.( es
b. designed 25 yr./24 hr. storm & structural freeboard [ 19.5 >s
c. line b - line a (inches in red zone) = 0.` ^,s
d. top of dike surface area according to design
(area at below structural freeboard elevation) 9212S
e. line c/12 x line d x 7.48 gallons/ft3 2871. ns
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 18
g. volume of waste produced according to structural design 1e32'.r
h. current herd #F-2-9-0-01 certified herd #�t
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= 1 289 )ns
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 10/27/2009 0.9 ' 000 gal.
m. ((lines e + k)/1000) x line I = 172. DAN
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITI
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure Name/Identifier (ID): I Lagoon 2 7771
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker -riche,
b. designed 25 yr./24 hr. storm & structural freeboard C. nchns
c. line b - line a (inches in red zone) _ -iches
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 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design C
g. volume of waste produced according to structural design C
h. current herd # 1000 certified herd # 880
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design C
j. excess rainfall over evaporation according to design C
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 10/27/2009 C
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
'ays
't3
3
�J
gallons
Ibs/1G3
'bs. PA

Iib0ovo06
Murphy Brawn LLC
PO Box 856
2822 Hwy 24 West
Warsaw, NC 28398
Phone [phone]
Fax [phone]
Fax Transmittal Sheet
Date:__.T.— i^
0 Urgent 0 For Review ❑ Please Comment ❑ Please Reply, ❑ Please Recycle
RECEIVED
JAN 0,8.2010
r

01/08/2010 FRI 12:39 FA% 9102933138 WRLNM1
9 002/006
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31.189 County: Dupiin
Facility Name: Eugene Whaley Farm
Certified Operator Name: Eugene Whaley Operator Number: 17331
1. Current liquid level(s) in inches as measured from the current liquid level in the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon Name/ID:
Spillway(Y or N):
Level(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
1 2
19.1 18.5
2. Check all applicable items
1 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.
i
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 DW Q prior to transfer of waste to a site
not covered in the facility's CAW MP.
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: 11812009
I hereby certify that 1 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.
j
Eugene Whaley: Phone: [phone]
Facility Owner/Manager,(pdnt)
y4 _ Date: 1/8/2010
Facility Owner/Manager (sign re)

01/08/2610 FRI 12:39 FAX [phone] WRLNMI
I
IA 003/006
II. 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 =
167.1 lb PAN
2.
Structure ID: Lagoon 2
line m =
69.9 lb PAN
3.
Structure ID: Lagoon 3
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
i
in. .lines I+2+3+4+5+6=
237.0lbPAN
i
III. TOTAL
PAN BALANCE REMAINING FOR AVAILABLE CROPS
DURING 30 DAY DRAW DOWN
PFRinn— nU NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING
THIS 30 DAY PERIOD.
0. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(Ib/acre)
t TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u, application Mndow'
5251
2
Small Grain
4.66
45.00
209.7
Sept - April _
5251
3
Small Grain
_
— 4.42
_
45.00
_ 198.9
Sept -April
5251
4
Small Grain
4.65
45.00
209.3
Sept -April
5251
5
Small Grain
_
4.28
—_ 45.00
192.6
Sept - April
5932
10
Wheat
_
3.48
110.00
_ 382.8
Se t -April
5932
11
_
Wheat
2.56
— 100.D0
256.0
Sept April
'State current crop ending application date or next crop application beginning date for available
receiving crops during 30 day draw d6wn period.
v. Total PAN available for all fields (sum of column t) = 1449.3 lb. PAN
IV. FACILITY'S PDA OVERALL PAN BALANCE
w. Total PAN to be.land applied (line n from section 11) _ 237.0 lb. PAN,.
PoA (30 Day) 2/21100

01/08/2010 FRI 12:40 FAX [phone] WRINMI
Q 004/006
a..
x. Crop's remaining PAN balance (line v from section 110 = 1449.3 lb. PAN
y. Overall PAN balance (w - x) _ -1212 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 facilitv.
AR T
Irrigation onto existing spray fields will continue as weather and field conditions permit Additional land is
available for pumping if needed. This is a renewal of the 30 POA prepared for Mr. Whaley on December 9, 2009.
Due to wet and cold weather, Mr. Whaley has been able to pump only about 100,000 gallons onto his winter
crops. Therefore, we are renewing his 30-Day PDA for this facility. Mr, Whaley will continue to land apply as
weather, crops and fields permit
ij
i
i
`I
,PoA (30 Day) 2121/00 ,

01/08/2010 FRI 12:40 FAX [phone] WRLNX1
Q 005/006
1
I
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): 11-agDon 1
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
19.1 inches
b. designed 25 yr./24 hr. storm & structural freeboard
19.5 Inches
c. line b - line a (inches in red zone) =
0.4 inches
d. top of dike surface area according to design
below freeboard elevation)
92125 it,
(area at structural
i e line c/12 x line d x 7.48 gallonslfl?
22970 gallons
I
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design
_ 180 days
i
g. volume of waste produced according to structural design
�116329�ft'
h. current herd # F Z9001 certified herd #C 4896
actual waste produced = current herd # x line g =
68904 ft'
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 F0/27/2009
M. ((lines e + k)/1000) x line I =
REPEAT SECTION 1 FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2121/00
53739.6 ft'
162896 gallons
0.95 Ibs/1000 gal.
167.1 Ibs. PAN

01/08/2010:FRI 12:40 FAX [phone] WRLNMI
' 1
006/006
I
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): Lagoon 2
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker
18.5 inches
b, designed 25 yr./24 hr. storm & structural freeboard
19.0 inches
c. line b - line a (inches in red zone) =
0.5 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation)
31250 ftz
e. line c/12 x line d x 7.48 gallonse
9740 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
i
F 29011.fta
K current herd #F---1_0-00-1 certified herd #C 880
actual waste produced = current herd # x line g =
32968 ft'
certified herd A
i. volume of wash water according to structural design
�_� _ Q3fe
excess rainfall over evaporation according to design
_ 18229.2 ft'"
k. (lines h + i + j) x 7.48 x 30 days/line f=
63826 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated [�10/27I2009�
0.95 1bs/1000 gal.
i,
m. ((lines e'+ k)/1000) x line 1=
69.9 lbs. PAN
i
REPEAT SECTION I FOR EACH.WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2121 /00

I
:A
HC®ENR
North Carolina Department of E-nvironment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
March 9, 2010
Eugene Whaley _
EugeneWhaley Farm
366 Jackson Store Rd
Beulaville, NC 28518-6804
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS310189
Eugene Whaley Farm
Animal Waste Management System
Duplin County
Dear Eugene Whaley:
The Division of Water Quality (Division) received your sludge survey information on February
26, 2010 for lagoons #1 and #2 at the above referenced facility. With the survey results, you
requested an extension of the sludge survey requirement for these two lagoons at the Eugene
Whaley Farm. Due to the amount of treatment volume available, the Division agrees that a
sludge survey is not needed until 2014 for the #1 lagoon and the #2 lagoon.
The next sludge survey for the lagoon at Eugene Whaley Farm should be performed before
December 31, 2014. Thank you for your attention to this matter. Please call me at (919) 715-
6627 if you have any questions.
Sincerely,
ristine D. Blanton
Animal Feeding Operations
CEI V .l i
cc: Wilmington Regional Office, Aquifer Protection Section MAR 10 2010
Permit File AWS310189
BY:
1636 Mail Service Cemer, Raleigh, North Carolina 27699-1636
Location: 2728 Carnal Blvd.. Raleigh, North Carolina 27604
Phone: [phone] F=.X: 915-715-0588 \ Cusromer Service 1-877-623-6748
Imemet vmi.nmenemualay.org
NorthCarolina
Naturally
.4n EaA 0Mnuniy 1 A.ti;rmarive .AMn Em0:0yer

State of North Carolina
Department of Environment,
Health and Natural Resource RECEIVED
Division of Water Quality
MAY 14 1997
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary BY:
A. Preston Howard, Jr., P.E., Director
May 5, 1997
Eugene Whaley
Eugene Whaley Farm
366 Jackson Store Rd
Beulaville NC 28518
r� -�
IDEHNF1
Subject: Certificate of Coverage No. AWS310189
Eugene Whaley Farm
Swine Waste Collection, Treatment, Storage
and Application System
Duplin County
Dear Eugene Whaley:
In accordance with your application received on April 30, 1997, we are forwarding this Certificate
of Coverage (COC) to Farm No. 31-189, authorizing the operation of an animal waste collection,
treatment, storage and land application system in accordance with the State's General Permit (attached).
This approval shall consist of the operation of this system including, but not limited to, the management of
animal waste from the Eugene Whaley Farm with an animal capacity of no greater than 4400 Feeder to
Finish and the application to 62.19 acres of land. The facility shall be located in Duplin County with no
discharge of wastes to the surface waters.
The COC shall be effective from the date of issuance until December 31, 2001. Pursuant to this
CDC, 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 Certified Animal Waste Management Plan
(CAWMP), and this COC. An adequate system for collecting and maintaining the required monitoring
data and operational information must be established for this farm. Any increase in waste production
greater than the certified design capacity or increase in number of stocked animals above the number
authorized by this COC will require a modification to the CAWMP and this COC and shall be completed
prior to actual increase in either wastewater flow or number of animals.
In accordance with General Statue 143-215.1 OC, Animal Waste Management Plans shall include
the following components:
- A checklist of odor sources and best management practices to minimize these sources.
- A checklist of insect sources and best management practices to minimize these sources.
- Provisions set forth for acceptable methods of disposing of mortalities.
- Provisions regarding emergency action plans.
Your existing Certified Animal Waste Management Plan must include the above elements, by
December 31, 1998. Documentation of the certification must be available to inspectors onsite. Submittal
of the amended certification statement shall be required upon renewal of your permit coverage in 2001.
P.O. Box 29535, Raleigh, North Carolina 27626.0535 Telephone [phone] FAX [phone]
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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.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water Quality
Staff may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Andrew M. Oakley at [phone] ext. 533.
Sincerely,
/����
-/—A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
goon' *_�++�al-0ffrce WatecQuality-S`tion>
Duplin County Soil and Water Conservation District
Permit Files

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E.,
Eugene Whaley
Eugene Whaley Farm
366 Jackson Store Rd
Beulaville NC 28518
Dear Eugene Whaley:
RRECEI
JUL 0 2 1998 •
BY: _
Director N D �N
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 26, 1998
Subject: Reissuance of Certificate of Coverage
No.AWS310189
Eugene Whaley Farm
Swine Waste Collection, Treatment, Storage and
Application System
Duplin County
The Division of Water Quality modified the Swine Waste Operation General Permit originally issued to
this facility on May 12, 1997. In accordance with the issuance of the revised General Permit, we are
forwarding this Certificate of Coverage (COC) to Eugene Whaley, 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 Eugene Whaley Farm, located in Duplin
County, with an animal capacity of no greater than 4400 Feeder to Finish and the application to land as
specified in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003, and shall hereby void
COC No AWS310189 dated May 12, 1997. The COC shall hereby incorporate by reference any specific
conditions of the previous COC issued to this facility. The purpose of this COC is to allow coverage
under the revised General Permit. Please review the revised General Permit (enclosed) and pay
particular attention to Condition II.10 regarding tree removal from lagoon embankments, Condition III.1
regarding inspection frequency of the waste treatment, storage and collection system and Condition II1.6
regarding notification requirements for system failures, spills and emergencies. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations
as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of wastes to
surface waters. An adequate system for collecting and maintaining the required monitoring data and
operational information must be established for this farm. Any increase in waste production greater than
the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to
actual increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the
General Permit or the CAWMP may result in the revocation of this COC, or penalties in accordance
with NCGS 143-215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive
relief.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS310189
Eugene Whaley Faun
Page 2
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact Sue Homewood at [phone] ext. 502.
Sincerely,
Z-/;
for A. 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

Michael F. Easley, Governor
i
William G. Ross Jr., Secretary
rNorth
Carolina Department of Environment and Natural Resources
i
.�
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007 Ar CM*%f13
Eugene Whaley
.Eugene Whaley Farm JUN 2 6 Z007
366 Jackson Store Rd
Beulaville, NC 28518-6804 BY
Subject: Certificate of Coverage No. AWS310189
Eugene Whaley Farm
Animal Waste Management System
Duplin County
Dear Eugene Whaley:
In accordance with your application received on 4-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Eugene Whaley, 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 Eugene Whaley Farm, located in Duplin County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 4400. 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 imneccessary, 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 JR.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 Pav
careful attention to the record keening and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet : www.ncwaterqualitv.or¢ Location: 2728 Capital Boulevard Raleigh, NC 27604
An Equal Opportunity/Affirmative Action Employer— 50% Recyded/10% Post Consumer Paper
NoorrthCarolina
Naturally
Telephone:
[phone]
Fax 1:
[phone]
Fax 2:
[phone]
Customer Service:
[phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.. ; • 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 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-395-3900. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Duplin County Soil and Water Conservation District
Wilmington Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS310189

VJATFRO
OF
0
Michael F. Easley, Governor
9
William G. Ross Jr., Secretary
r-
North Carolina Department of Environment and Natural Resources
O K
Alan W. Klimek P.E. Director
Division of Water Quality
February 21, 2005
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
RECEIPT # 7002 2410 0003 0272 8477
Eugene Whaley l2 .
Eugene Whaley Farm \
366 Jackson Store Rd
Beulaville, NC 28518
RE: Sludge Survey Testing Dates
Facility # 31-189
Duplin County
Dear Eugene Whaley:
The Division of Water Quality (DWQ) received your sludge survey information on
February 18, 2005. With your results, you requested that a sludge survey for the two lagoons at
the Eugene Whaley Farm not be required for 2 years. Due to the amount of treatment volume
available, DWQ agrees that a sludge survey is not needed until 2006. The results of the 2006
sludge survey are to be submitted with the Annual Certification Form that will be due on March
1, 2007.
Thank you for your attention to this matter. If you have any questions, please call me at
[phone].
Sincerely,
%ZJ,4
Keith Larick
Animal Feeding Operations Unit
cc: File# 31-189
Chester Cobb, Wilmington Regional Office
tCarolina
ura!/y
Aquifer Protection Section 1617 Mail Service Center Raleigh, NC 27699-1617 Phone [phone] Customer Service
Internet h2o.enr.state.naus 512 N. Salisbury St. Raleigh, NC 27604 FAX [phone]
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Nutrient Management Plan For Animal Waste Utilization
11-26-2002
This plan has been prepared for:
Eugene Whaley Farm31189
Eugene Whaley
366 Jackson Store Rd
Beulaville, NC 28518
This plan has been developed by:
Billy W Houston
Duplin Soil & Water
PO Box 219
Kenansville, NC 28349
910-298-5567 910-296-2120
-RECEIVED IDENR/DWQ
Devel a AQU1FFR'PRnTFr.110N SECTION
Type of Plan: Nitrogen Only with Manure Only DEC 2 S 2006
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
ignature (owner) 0 Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: [5 ✓ `w 00r pw � 12-q - 02.
Technical Specialist Signature Date
------------------------------------------------- ---------------------------------------------------------------- --------
819381 Database Version 2.0 Date Printed: 12-09-2002 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 4,078,800 gals/year by
a 4,400 animal Swine Finishing Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
9394
Incorporated
16134
Injected
17768
Irrigated
10211
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
11,132.50
4,446,776
-367,976
Year 2
11,168.74
4,461,252
-382,452
--- ----- - - — -----------------------------
Note: In source ID. S means standard source, U means user defined source.
819381 Database Version 2.0 Date Printed: 12-09-2002 Source Page I of I

Narrative
This WUP is written based on a wetted acres footprint completed by Billy Houston of Duplin Soil &
Water.
The Bermuda Pasture in pulls #249 are calculated using control grazed(see attachedWUP)
Pulls #2 - #9 will be divided into three sections as listed: #2,3-9.08Ac, #4,5-8.92Ac and #6,7,8
-10.05Ac.
Pulls 97&8 may be made using above ground pipe.
Pull 49 Bermuda Hay, smallgrain overseeding on this field is not needed to meet nutrient budget
requirements for this operation. IF Mr. Whaley wishes to overseed 50lbsN/Ac may be applied using the
recommended application guidelines outlined is this WUP for smallgrain overseed.
Pull #1 will be planted to a Com Greenmanure(Smallgrain) rotation. The smallgrain may be incorporated
as a green manure for the corn crop, the PAN for the corn crop on pull # 1 has been reduced to reflect this.
The smallgrain may be incorporated as greenmanure,grazed,hayed or harvested.
If no pumping is done on the previous year smallgrain, or the crop is used for anything other than a
greenmanure crop(ie:grazed hayed or harvested) then 1241bs N/Ac may be used for pumping on the corn
crop.
Based on information collected and available charts Mr. Whaley has been overestimating the amount of
waste applied.
THE RATE THAT MAY BE USED FOR PUMPING, UNTIL EQUIPMENT REPAIRS AND FIELD
CALIBRATION ARE COMPLETED, IS 165gpm.
PA A is „o+ rice4d -ho rt«f
TALI II �y. �/� /W''h PIGI 1M 1 �J/•l
111 G rATCj TOr- CO/A I V 611
Av'ld be vsed whe, 14i P I)
-14e. eN,4ric-l- /lecdl ->/' 4hif
0�' PA l A if 4e4ded o
0. d soybcA-j iA -f Ae, WvT 741e,
ii vs ear.
• c � ,zl4IoL
--------------------------------------------------------------------------------------------- ----------- --------------
819381 Database Version 2.0 Date Printed: 12-09-2002 Narrative Page I of 1

Ile table shown below provides a summary of the crops or rotations included in this plan for each field.
Realistic Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each
field is shown, where available.
Planned Crops Summary
Tract
Field
I.eadring
Index(LI)
Soil Series
Crop Sequence
RYE
5251
2
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybl 11curedagrass Pasture
K.9 Tons
5251
3
N/A
Norfolk
Small Grain Overseed
Lo Tons
Hybrid Bemwdapass Pasture
%.9 Tons
52511
41
N/A
Norfolk
Small Grain Overseed
1.0 Torsi
Hybrid Bcrmudapass Pasture
*6.9 Tons
5251
5
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
-6.9 Tons
5251
6
N/A
Norfblk
Small Gram Overseed
1.0 Tars
Hybrid Betmudapess Pasture
-6.9 Tons
5251
7
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bcmmdapacs Pasture
r6.9 Tors
5251
8
N/A
orfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudapass Pasture
*6.9 Tons
5251
9
N/A
Norfolk
Hybrid Bemwdapass Hay
6.5 Tons
5252
1
N/A
Norfift
Small Grain Overseed
1.0 Tons
Can, Grain
115 bu.
5932
10
N/A
Norfolk
Can, Grain
115 bu.
Wheat, Gram
60 bu
Soybeans, Manured, Double Crop
35 hu.
5932
11
N/A
Norfbik
Can, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
Ll
Potential Leaching
Technical Guidance
Low potential to contribute to
None
2
soluble nutrient leaching below the
root zone.
= 2Moderate
potential to contribute to
Nutrient Management (590) should be planned.
< = 10
soluble nutrient leaching below the
of zone.
High potential to contribute t
Nutrient Management (590) should be planned. Other conservation practices that
soluble nutrient leaching below the
improve the soils available water holding capacity and improve nutrient use efficiency
10
root zone.
should be considered. Examples are Cover Crops (340) to scavenge nutrients,
Sod -Based Rotations (328), Long -Term No -Till (778), and edge -of -field practices such
s Fiber Strips (393) and Riparian Forest Buffers (391).
-
-------- ------ -------------- ----- - - ------------ ------------------------------ - B ---------
819381 Database Version 2.0 Date Printed: 12-09-2002 PCS Pa e 1 of 1
NOTE: Symbol • means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient
requirements, and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by
manure or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be
applied on each field in order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the
total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being
utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be
used to balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the
application of animal waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
ntion able Year 1
Tres
p/II
Field
source
I.D.
Soil Series
Total
Acre
Use.
Acres
crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fen.
Nutrient
Applied
Res.
(1bs/A)
Applio.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
. N
Ibs/A
1000
aaVA
n
1000 Is
tons
5251
2
S7
Norfolk
1 4.66
4.66
Small Grain Overseed
1.0 Tons
010/1.3/31
1 50
0
0
Irria.
50
19.97
0
93.07
0.00
5251
2
S7
Norfolk
4.66
4.66
Hybrid Bermudagrass Pasture
*6.9 Tons
•3/1-10/31
•260
0
0
Imp,.
260
103.86
0
483.%
0.00
5251
3
S7
Norfolk
4.42
4.42
Small Grain Overseed
1.0 Tons
$1011-3131
50
0
0
Irrig.
50
19.97
0
88.28
0.00
5251
3
S7
Norfolk
4.42
4.42
Hybrid Bermudagrass Pasture
•6.9 Tons
*3/1-10/31
*260
0
0
Irria,
260
103.86
0
459.04
0.00
5251
4
S7
Norfolk
4.65
4.65
Small Grain Overseed
1.0 Tons
01011-3/31
50
0
0
brig.
50
19.97
0
92.87
0.00
5251
4
S7
Norfolk
4.65
4.65
Hybrid Bermudagrass Pasture
-6.9 Tons
•3/1-10/31
*260
0
0
brig.
260
103.86
0
482.92
0.00
5251
5
S7
Norfolk
4.27
4.27
Sma11 Grain Overseed
1.0 Tons
010/1-3/31
1 50
0
0
Irria.
1 50
19.97
0
85.28
0.00
5251
5
S7
Norfolk
1 4.27
4.27
Hybrid Ber nudagrass Pasture
*6.9 Tons
•3/1.10/3)
*260
0
0
Irria.
260
103.96
01
443.461
0.00
5251
6
S7
Norfolk
1 3.94
3.94
Small Grain Overseed
1.0 Tons
•1011-3/31
50
0
0
brig.
50
19.97
01
78.691
0.00
5251
6
S7
Norfolk
1 3.94
3.94
Hybrid Bermudagmss Pasture
06.9 Tons
•3/1-10/31
•260
0
0
Irrig.
L 260
103.96
0
409.19
0.00
----------------------------------------------------------------------------- -------------------------------------------------------
819381 Database Version 2.0 Date Printed: 12/9/02 11 ---
S � ' 's, 161 /V/�C WUT Page 1
10 k'It

117-.- TT.A; ...;.... T.W.
VPar I
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Aaes
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Corrun.
Fat.
Nutrient
Applied
Rea.
(lbs/A)
Applies
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Mature
Applied
(am)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Ibs/A
1000
l/A
tons
1000 gals
tons
5251
7
S7
Norfolk
3.22
3.22
Small Grain Ovaseed
1.0 Tons
•10/1.3/31
1 50
0
0
irrig.
50
19.97
0
64.31
0.00
5251
7
S7
Norfolk
3.22
3.22
Hybrid Bmnudagtass Paatrro
s6.9 Tons
•3/1.10/31
*260
0
0
lrriR
260
103.96
0
334.41
0.00
5251
8
S7
Norfolk
2.89
2.89
Small Grain Ovetseed
1.0 Tons
010/1-3/31
50
0
0
IrtiR
50
19.97
0
57.72
0.00
5251
8
S7
Norfolk
2.89
2.89
Hybrid Bamudagrass Pasture
'6.9 Tons
s3/1.10/31
s260
0
0
Uri¢
260
103.86
0
300.14
0.00
5251
9
S7
Norfolk
2.75
2.75
Hybrid Bermudagass Hay
6.5 Tons
'3/1-10/31
•325
0
0
Iaia,
325
129.82
0
357.00
0.00
5252
1
S7
Norfolk
3.27
3.27
Small Gram Oversmd
1.0 Tons
•10/1-3131
50
0
0
IrriR
50
19.97
0
65.31
0.00
5252
1
S7
Norfolk
3.27
3.27
Corn, Grain
115 bu.
2113.6/30
1 •144
0
•61
IniR
831
33.13
0
108.411
0,00
5932
10
S7
Norfolk
3.48
3.481
Corn, Grain
115 bu.
2/15.6/30
131
0
20
Inig,
111
44.34
0
154.30
0.00
5932
10
S7
Norfolk
3.49
3.48
Wheat. Grain
60 bu.
9/1-3/31
123
0
0
Irrip,
73
28.96
0
100.78
0.00
5932
11
S7
Norfolk
2.56
2.56
Corn, Grain
115 bu.
2/15.6/30
131
0
20
Irrig.
111
44.34
0
113.51
0.00
5932
11
S7
Norfolk
2.56
2.56
Wheat, Gram
60 bu.
9/1-3/31
125
0
0
Iniv,
73
28.96
0
74.14
0.00
Taal Applied, 1000 gallons
4,446.78
lagoon Liquids
Taal Produced, 1000 gallons
4,078.80
Balance, 1000 gallons
-367.98
Taal Applied, tons
0.00
Manure Solids
Taal Produced, tans
0.00
Balance, tons
0.00
Notre: 1. In the tract mlumn, symbol -means leased, otherwise, owned. 2. Symbol' means uses en cred data.
..............................................................................................................................................................................................
819381 Database Version 2.0 Date Printed: 12/9/02 VVUT Pale 2

Vaar 7
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
Avolic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Ibs/A
1000
I/A
tons
1000 gals
tons
32511
21
S7
Norfolk
1 4.66
4.661
Smell Grain Overseed
1.0 Tons
$10/1-3/31
1 50
0
0
Irrig,
1 50
19.97
0
93.07
0.00
5251
2
S7
Norfolk
1 4.66
4.66
Hybrid Berrnudagrsss Pasture
*6.9 Tons
*3/1-10/31
*260
0
0
Irrig.
260
103.86
0
483.96
0.00
5251
3
S7
Norfolk
4,42
4.42
Small Grain Overseed
1.0 Tons
*10/1-3/31
50
0
0
brig,
50
19.97
0
88.28
0.00
5251
3
S7
Norfolk
4.42
4.42
Hybrid Benmrdagrass Pasture
*6.9 Tons
-3/1.10/31
*260
0
0
brig.
260
103.86
0
459.04
0.00
5251
4
S7
Norfolk
4.65
4.65
Small Grain Overseed
1.0 Tons
*10/1.3/31
50
0
0
brig.
50
19.97
0
92.87
0.00
5251
4
S7
Norfolk
4.65
4.65
Hybrid Bennudagrass Pasture
*6.9 Tons
*3/1-10/3)
*260
0
0
brig.
260
103.86
0
482.92
0.00
5251
5
S7
Norfolk
4.27
4.271
Small Grain Overseed
1.0 Tons
*1011-3/31
1 50
0
0
Irtig.
50
19.97
0
85.28
0.00
52511
51
S7
Norfolk
4.27
4.27
Hybrid Bermudagrass Pasture
$6.9 Tons
*3/1-10/31
$260
0
0
brig.
1 260
103.86
0
443.46
0.00
5251
6
S7
Norfolk
3.94
3.94
Small Grain Overseed
1.0 Tons
*10/1-3/31
50
0
0
Irrig.
1 50
19.97
0
78.69
0.00
5251
6
S7
Norfolk
3.94
3.94
Hybrid Bermudagrass Pasture
*6.9 Tons
03/1.10131
*260
0
0
brig.
260
103.86
0
409.19
0.00
5251
7
S7
Norfolk
3.22
3.22
Small Grain Overseed
1.0 Tons
*10/1-3/31
50
0
0
Irrig.
SO
19.97
0
64.31
0.00
5251
7
S7
Norfolk
3.22
3.22
1 Hybrid Bermudagrass Pasture
*6.9 Tons
*3/1.10/31
*260
0
0
brig.
260
103.86
0
334.41
0.00
5251
8
S7
Norfolk
2.89
2.89
Small Grain Overseed
IATons
*10/1-3/31
1 50
0
0
Irrig.
SO
19,97
0
57.72
0.00
5251
B
S7
Norfolk
2.89
2.89
Hybrid Bermudagrass Pasture
*6.9 Tons
*3/1.10/31
$260
0
0
brig.
260
103.86
0
300.14
0.00
5251
9
S7
Norfolk
2.75
2.75
Hybrid Bermudegress Hay
6.5 Tons
*3/1.10/31
*325
0
0
brig.
325
129.82
0
357.00
0.00
5252
1
S7
Norlblk
3.27
3.27
Small Grain Overseed
1.0 Tons
*10/1-3/31
50
0
0
brig.
SO
19.97
01
65.31
1 0.00
5252
1
S7
Norfolk
3.27
3.27
Co n, Grain
115 bu.
2/15-6/30
$144
0
*61
brig.
83
33.15
0
108.41
0.00
5932
10
S7
Norfolk
3.48
3.48
Wheat, Grain
60 bu.
9/1-3/31
125
0
0
brig.
53
20.97
0
72.98
0.00
5932
10
S7
Norfolk
3.48
3.48
Soybeans, Matured, Double Crop
35 bu.
4/1.9/15
137
0
0
brig.
137
54.72
0
190.44
0.00
5932
11
S7
Norfolk
2.56
2.56
Wheat, Grain
60 bu.
9/1.381
125
0
0
Irrig.
53
20.97
0
53.68
0.00
59321
111
S7
jNorfb1k
1 2.561
2.561
Soybeans, Manured, Double Crop
35 bu.1
0
0
brig.
137
54.72
0
140.09
OAO
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - . - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -
819381 Database Version 2.0 Date Printed: 12/9/02 WUT Page 3

Tract
Field
Source
I.D.
Soil Series
Total
Am
Use.
Agee
Crop
RYE
Applies
Period
Nitrogen
PA
Nutrient
Roca
Comm.
Fat.
Nurriem
Applied
Res.
(lbs/A)
Applic.
Method
Mmrure
PA
Nutrias
Applied
Liquid
Manure
Applied
(aura)
Solid
Manure
Applied
(Sao)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Ibs/A
1000
I/A
tone
1000 suils
tons
Taal Applied, 1000 gallons
4,461.35
Lagoon Liquids
Total Produced, 1000 gallons
4,078.80
Balance, 1000 gallons
-382.45
Teel Applied, tons
0.00
Manure Solids
Total Produced, tons
0.00
Balance, tans
-
0.00
Notes: 1. In the tmct column, symbol — means leased, otherwise, moved. 3. Symbol • means user entered data.
--------......-----..__.---------------------------....—.--.._...._.- ----..__.___._......----._--'----------..------------------------------------
819381 Database Version 2.0 Date Printed: 12/9/02 WUT Page 4

The Irrigation Application Factors for each field in this plan are shown in the following table.
Infiltration rate varies with soils. If applying waste nutrients through an irrigation system, you must
apply at a rate that will not result in runoff. This table provides the maximum application rate per hour
that may be applied to each field selected to receive wastewater. It also lists the maximum application
amount that each field may receive in any one application event.
Irrigation Application Factors
Tema
Field
soil series
Application Rate
(Mdws4mur)
npplimion Amount
(indles)
5251
2
Norfolk
0.50
0.96
5251
3
Norfolk
0.50
0.96
5251
4
Norfolk
0.50
0.96
5251
5
Norfolk
0.50
0.96
5251
6
Norfolk
0.50
0.96
5251
7
Norfolk
0.50
0.96
5251
8
Norfolk
0.50
0.96
5251
9
Norfolk
0.50
0.96
5252
1
Norfolk
0.50
0.96
5932
10
Norfolk
0.50
0.96
5932
11
Norfolk
0.50
0.96
------------------------------------- --------------------------------------------g -----------------
819381 Database Version 2.0 Date Printed: 12-09-2002 IAF Page I of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting.
Since nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not
be used for sludge application. If this is not possible, care should betaken not to bad effluent application fields
with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface
water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels
may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lbfac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Coro 120 bu
1 150
13.16
55.161
110.32
165.48
Hay 6 ton R.Y.E.
1 300
26.32
27.58
55.16
82.74
Soybean 40 bu
160
14.04
51.71
103.43
155.14
819381 Database Version 2.0 Date Printed: 12-09-2002 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The
start date is a value entered by the user and is defined as the date prior to applying nutrients to the first
crop in the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the
design storage volume of the structure. Either of these situations indicates that the planned application
interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Availahip WactP Ctnmue. C'ananity
Source Name Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity Ds
Start Date 10/1
180
Plan Year
Month
Available Storage Capacity (Days)'
1
I
96
1
2
84
1
3
108
1
4
124
1
5
139
1
6
155
1
7
164
1
8
173
1
9
180
1
10
171
1
11
154
1
12
139
2
1
121
2
2
108
2
3
131
2
4
147
2
5
162
2
6
178
2
7
180
2
8
180
2
9
180
2
10
168
2
11
147
2
12
127
Available Storage Capacity is calculated as of the end of each month.
----------------------------------------------------------------------
819381 Database Version 2.0 Date Printed: 12-09-2002 Capacity Page I of I

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches
surface water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture,
historical data, climatic conditions, and level of management, unless
there are regulations that restrict the rate of applications for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can he reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for
guidance).
--------------------------------------------------------------------------------------------------------------------------
819381 Database Version 2.0 Date Printed: 12/9/02 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste should
also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply
with the following: The outer perimeter of the land area onto which
waste is applied from a lagoon that is a component of a swine farm shall
be at least 50 feet from any residential property boundary and canal.
Animal waste, other than swine waste from facilities sited on or after
October 1, 1995, shall not be applied closer that 25 feet to perennial
waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
--------------------------------------------------------------------------------------------------------------------------
819381 Database Version 2.0 Date Printed: 12/9/02 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist'. Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such
as trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be
inspected on a regular basis to prevent breakdowns, leaks, and spills. A
regular maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and
other crops for direct human consumption. However, if animal waste is
used on crops for direct human consumption, it should only be applied
pre -plant with no further applications of animal waste during the crop
season.
---- ----------------------------------------------------------------------------------
819381 Database Version 2.0 Date Printed: 12/9/02 Specification Page 3

21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid
level between the markers. A marker will be required to mark the
maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied.
Nitrogen shall be the rate -determining nutrient, unless other restrictions
require waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in
the soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
--------------------------------------------------------------------------------------------------------------------------
819381 Database Version 2.0 Date Printed: 12/9/02 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1, 10, 11
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahreaheit.
Review the Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations
should be determined by the hybrid being planted. Increase the seeding rate by 10% when planting no -till.
Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When
planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted
practice is to apply 20-30 Ibs/acre N and 20-30 Ibs/acre phosphorus banded as a starter and one-half the
remaining N behind the planter. The rest of the N should be applied about 3040 days after emergence. The
total amount of is dependent on soil type. When including a starter in the fertilizer program, the
recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples
can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely
management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 9
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced V to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 Ib/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
--------------------------------------------- --
819381 Database Version 2.0 Date Printed: 12-09-2002 Crop Note Page 1 of 3

The following crop note applies to field(s): 1, 2, 3, 4, 5, 6, 7, 8
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate
by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 2, 3, 4, 5, 6, 7, 8
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 Ib/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 Ib/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
------------------------------------------------------------------------------- -----------------------------------------
819381 Database Version 2.0 Date Printed: 12-09-2002 Crop Note Page 2 of 3

The following crop note applies to field(s): 10, 11
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum
time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small
Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till.
Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green
book" and information from private companies to select a high yielding variety with the characteristics
needed for your area and conditions. Apply no more than 30 Ibs/acre N at planting. Phosphorus and potash
recommended by a soil test report can also be applied at this time. The remaining N should be applied
during the months of February -March. The total N is dependent on the soil type. Plant samples can be
analyzed during the growing season to monitor the nutrient status of the wheat. Timely management of
diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 10, 11
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant
populations. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4
seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10
seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth
should be 1-1 1 /2" and adequate depth control is essential. Phosphorus and potash recommended for the
soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally
grown without additions of nitrogen. However, applications of 20-30 Ibs/acre N are sometimes made at
planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to
monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential
for profitable double crop soybean production.
-----------------------------------------------------------------------------------------------------------------
819381 Database Version 2.0 Date Printed: 12-09-2002 Crop Note Page 3 of 3

d-Ai&QN I 150 SERIES BIG GUN® PERFORMANCE - U.S. UNITS
150 TAPER BORE NOZZLE 150T
150T - Specify size when ordering E—A
0.70' 0.80' 0.90' 1.0'
nnn ooi znor, allv_inn
Flow Path
1.1' 1.2' 1.3' 1.4'
0117-11n 0117-120 9317.130
PSI I
GPM
DIAFT.
GPM
DLAFT.
GPM
DIA. Fr.
GPM
DIA. FT.
GPM
DIA. Fr.
GPM
DU. FT
GPM
DIA. Fr.
GPM
DIA FT.
50
100
250
130
270
165
290
205
310
255
330
300
345
350
360
408
373
60
110
265
143
285
182
305
225
325
275
345
330
365
385
380
446
396
70
120
280
155
300
197
320
245
340
295
360
355
380
415
395
483
412
80
128
290
165
310
210
335
260
355
315
375
380
395
445
A10
516
427
90
135
300
175
320
223
345
275
365
335
390
405
A10
475
425
547
442
100
143
310
185
330
235
355
290
375
355
400
425
420
500
440
577
458
110
150
320
195
340
247
365
305
385
370
410
445
430
525
450
605
471
120
157
330
204
350
258
375
320
395
1 385
420
1 465
440
1 545
460
1 632
481
150 TAPER RING
NOZZLE
150TR
COMPONENTSBody
Taapp`rer Ring Cop
150TR = Body + Cap + 1 Toper Ring
09773 •9736-T11 #6286
Specify size when ordering
(DD
CD
0.88'
0.96'
1.04' 1.12'
1.2'
nn.
0II0_noA oIIr1-MR 974R-n30 9238-032
Flow Path
1.36'
9239.034
PSI
GPM
DIA. PT
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA. FT
GPM
DIA. FT.
GPM
DIA, FF.
GPM
DIA. FT.
If 50
135
270
164
286
196
302
233
318
274
333
319
347
369
358
60
148
284
179
301
214
317
255
334
301
351
350
367
405
378
70
159
299
194
315
231
331
276
349
325
366
378
382
437
393
80
170
310
207
330
247
346
295
364
347
381
404
397
467
409
90
181
320
220
340
262
357
313
377
368
396
429
411
495
424
100
191
329
231
350
277
366
330
386
388
405
452
423
522
436
110
200
339
243
359
290
376
346
397
407
416
474
433
548
446
50
209
349
253
369
303
386
361
407
425
426
495
443
572
457
150 RING NOZZLE 1SOR
150R = Body + Cap + Set of 7 Rings
Specify size when ordering
40 -S*0 -- 0.i G7Avb7 Nw F4-1.
0.86' 0.97'
COMPOI IFMS:
8cdr Ring
CAP
09773 06287-T1F
r62e6
O
Flow Path
CD -1
1.26' 1.3A'
1.411.47'
Ane-r w A AIRI_l IA
AIR]-1Al
PSI
GPM
DIA. FT
GPM
DIA, Ft.
43NQh, I
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA. FT
GPM
DIA. FT
GPM
DIA. FT.
50
100
245
130
265
165
285
205
300
255
320
300
335 135D
350
385
353
60
110
260
143
280
182
300
225
315
275
335 1
330
350
385
365 1
423
368
70 1
120
270 1
155
290
197
310
245
330
295
350
355
365
415
380
458
383
0
128
280
165
300
210
320
260
340
315
360
380
380
445
395
490
399
90
135
290
175
310
223
330
275
350
335
370
405
390
475
405
522
409
100
143
300
185
320
235
340
290
360
355
380
425
400
500
415
550
419
110
150
310
195
330
247
350
305
370
370
390
445
410
525
425
577
429
120
157
375
204
335
1 258
360
320
380
1 385
400
465
420
545
435
603
439
rd ..maw.aa„vrd..�+r w.e.aa..r wsw....00 �... -"•--
Cupss, nd�.e �., wpd= � w� mar. s w6fa �.
Nelson it igation Cwporotiae 848 Airport Rd WaIB Walla, WA 9W USA Tel: SNMJ660 Fos: 509-0.7907 E-mail: nelsoe@aehwirriam Web sile:. wwwAdmnirr pfion.com
e, 1}.D pli GPM = 132-
DSR = ��

Acreage Determination Procedures
,stewater Application Equipment
Hard Hose Traveling Gun System
-FIELD DATA WORKSHEET*
1. Make and model number -_A 13 1
2. Hose length 9WLt [feet] and hose inside diameter (ID) 3, S' [inch]
3. Gun make and model number_Jye]ron (1 O
4. Gun nozzle size ).t) [inch], ring orifice, taper bore orifice
5. Gun arc angle 1 P [degrees]
6. Travel lane spacing [feet]. Indicate whether _ uniform or random.
Number of exterior hydrants . Number of interior hydrants
7. Gun wetted diameter Lo [feet]. f measured or _ based on gun chart.
S. Gun pressure 4-0 [psi] ✓ observed at working gauge,
determined from gun charts, calculated (shot. calculations)
•'9. Operating pressure at hose reel [psi). _ observed at working gauge or
provided by owner.
••10. Supply line size [inch] (from pump to last hydrant)
"11. Supply line length feet (maximum pumping distance)
•'12. Supply line type PVC or aluminum
••13. Pump make and model number
"14. Pump capacity [on
"15. Engine make and model number
or
•'lo. Electric motor horsepower and rpm [hp] [rpm)
Note: It is strongly recommended that you field determine netted diameter and operating
pressure at the reel and gun.
Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each travel lane and shosc the distance traveled. Show the location of the supply line.
Irrigated acres are determined by the travel lane.
Optional data, furnish where possible.
,(� //� "' Information furnished by
4
o atn; f owne. or faciiin" epresentame SiSnature technical specialist
Ev.pq, whr.L' 1,11u W fio'[Inn
PrimM naine of owner & facility representati%e Printed n.e of techtinl specia!i;t
II
Date I]��U-0"L Date 11/Z0/02
`•• Only the person or people collecting the data should sign the Field Data Worksheet. _.
4
0

, vAlherts utny 6e uenfed)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
I. Farm number (identification) Field number (identification)
2. Irrigation system designation _ Existing irrigation system _ New/expanded irrigation system
3. Number of travel lanes n Interior lanes _L r Exterior lanes _91D feet] Length of pull(Li)
# Interior lanes r Exterior lanes 9 � o (feet) Length of pull(L2)
Interior lanes J u Exterior lanes 9!5" ['e-t] Length of pcll(L3)
4. Wetted diameter _ [feet] from Field Data Worlsheet
5. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout _ Multiple hydrants _ Single hydrant _ Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given Netted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, _ Interior or _J_ Exterior (lane/hydrant)
4� (a) Acres stall, end of pull from Table F' -4) Column G
2.?a (b) Acres middle portion of pull (1-1)
[Pull length 90 [feet] X wetted width _J- j - ;feet][ / 43,360
D (c) Acres stop end of pull from Table " Co!umn c
7•2'1 Total acres for travel lane length (Ll) (Sum: a + b + c)
Travel lane length (L, _ Interior or )Exterior (lane,'hvdrant)
4 (a) Acres start end of pull from Table EE',: Column
(b) Acres middle portion of pull (1-2)
[Pull length aL [feet] X Wetted width I :;; [feed[ / }3,560
(c) .acres stop end of pull from Table " Column
4. L; Total acres for travel lane length (1-2) (Sum: a + b + c)
Travel lane length (L, _ Interior or _�J Exterior (lane/hydrant)
. 4-" (a) Acres start end of pull from Table Ff_ 9 a Column r
3.1 q (b) Acres middle portion of pull (1-3)
(Pull length 9 i� (feet] X Wettedwidth / T) [feet][ / 43.560
(c) Acres stop end of pull from Table Column
u Total acres for travel lane length (U) (Sum: a + b + c)
S. %lul;ipiy the tabulated irrigated acreage value per travel pull by the number of pu!!s of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (LI) X Lanes = Acres
_ (b) Acres per travel lane length (1-2) X Lanes = Acres
(c) Acres per travel lane length (1-3) X # Lanes = .acres
Total C.-MWNiP -wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Work -sheet Completed by: . 5 Yu_ Date: II-)!- 2
Signature of technical specialise
15

.orkshects pray be netsfed)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
I. Farm number (identification) Field number (identification)
2. Irrigation system designation _ Existing irrigation system _ New/expanded irrigation system
3. Number of travel lanes x Interior lanes 4 n Exterior lanes 8' ,w; '.feet] Length of pull(Ll)
Interior lanes �_ r Exterior lanes 8_ [feet] Length of pull(L2)
Interior lanes 6 Exterior lanes t r [feet] Length of pull(L3)
4. Wetted diameter _ [feet] from Field Data \\'orlsheet
5. Spacing Hydrant spacing [feet] [as a percentage of %Netted diameter]
6. Hydrant layout —Multiple hydrants _ Single hydrant _ Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, _ Interior or 4 Exterior (lane/hydrant)
43 (a) acres start end of pull from Table EEa� Column 6
3,K (b) Acres middle portion of pull (Ll)
'.' (Pull length Fqrl (feet) X \petted v idth i.L [feet][ / 43,560
(c) acres stop end of pull from Table CC', Colurnn
4•b' Total acres for travel lane length (n) (Sum: a + b + c)
Travel lane length (L) _ Interior or Exterior (lane/hydrant)
.43 (a) Acres start end of pull from Table CEa) Column )9
2•?4 (b) Acres middle portion of pull (1-2)
[Pull length%li [feet] X \vetted width ii �> [wt]l / 43,560
(c) acres stop end of pull from Table 1 i Column -
4. 2 i Total acres for travel lane length (1.2) (Sum: a + b + c)
Travel lane length (L, _ Interior or 4Exterior (lanelhvdrant)
•4; (a) Acres start end of pull from Table EFI7 Column
?.r f (b) Acres middle portion of pull (1-3)
o f'' • 'll
]Pttll length it r [feet] X Wetted width 73; [feetil / 43.560
(c) acres stop end of pull from Table Column c
I i L Total acres for travel lane length (13) (Sum: a + b + c)
S. %fultip:y the tabulated irrigated acreage value per travel pull b% the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (1-1)
X
Lanes -
Acres
(b) acres per travel lane length (1-2)
X
Lanes -
acres
(c) Acres per travel lane length (1-3)
X
# Lanes -
.acres
I?.r Total CA'*%?iP wettable acres for field (Sum: &i + 8b + 8c)
Wettable Acre Computational \\'orksheet Completed by: Qf 7 Date: 11"1 "0 Y
SS�ignatu.e of technical specialist
QJ

oorktheas may be nented)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
I. Farm number (identification) Field number (identification)
2. Irrigation system designation _ Existing irrigation system _ New/expanded irrigation system
3. Dumber of travel lanes �_ Interior lanes 4 Exterior lanes Or feet] Length of pull(LI)
Interior lanes _� # Exterior lanes n r [feet] Length of pull(L2)
Interior lanes ? € Exterior lanes � lI [fe-i] Let; h e' pc!!iL3)
4. Wetted diame:zr _ [feet] from Field Data Worksheet
.i. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout _ Multiple hydrants _ Single hydrant _ Excessively spaced h}'drants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L-) p Interior or _ Exterior (lane/hydrant)
39 (a) Acres start end of pull from Table El r�) Colurm—, _
1.2. (b) Acres middle portion of pull (L1)
[Pull length U [feet] t Wetted width /sa [reetj; / 43,560
(c) Acres stop end of pull from Table Column
J.12- Total acres for travel lane length (11) (Sum: a + b + c)
Travel lane length (L, _ Interior or pExterior (lane,'hydrant)
o 4'f (a) Acres start end of pull from Table EE Column C
.).4 6 (b) .Acres middle portion of pull (L2)
(Pull length EI [feet] X Wetted width o) [feet]f 143,5650
(c) .Acres stop end of pull from Table oColumn r
-1 - '-; Total acres for travel lane length (12) (Sum: a + b + c)
Travel lane length (L) _ Interior or Exterior (lane/hydrant)
4 7 (a) Acres start end of pull from Table EE"5 ) Co!umr. p_
.1•3 2- (b) acres middle portion of pull (L3)
[Frill length to [feet] X Wetted width lap (feet]] / 43.5o0
(c) Acres stop end of pull from Table 1, Column
Total acres for travel lane length (L3) (Sum: a + b + c)
S. %ful,ip:c the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (LI) X Lanes - Acres
(b) Acres per travel lane length (1_2) X Lanes - .Acres
(c) Acres per travel lane length (L3) X X Lanes - .Acres
y?6 Total CAS -NIP %wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational w'orkshezt Completed by: ryJ /lam 11r Date:
Signatu a of technical specialist
v

,.orkshro15 Way be ureded)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
I. Farm number (identification) Field number (identification)
2. Ir:iga;ion system designation _ Existing irrigation system _ Nesc/expanded irrigation system
3. Number of travel lanes n Interior lanes 10 r Exterior lanes di> feet] Length of pull(LI)
Interior lanes II n Exterior lanes 47s [feet] Length of pull(L2)
Interior lanes _ R Exterior lanes _ [feet] Length of pull(L3)
4. Wetted diame:zr _ [feet] from Field Data Wor.sheet
5. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout _ Multiple hydrants _ Single hydrant _ Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, _ Interior or to Exterior (lane/hydrant)
0 (a) Acres start end of pull from Table NE6` Column f
3. ? (b) Acres middle portion of pull (L1)
[Pull lengthy � [feet] X Wetted width 1=z.S[feet]) / 43,560
(c) acres stop end of pull from Table 1' Column L
3 4L Total acres for travel lane length (L11) (Sum: a + b + c)
Travel lane length (L, _ Interior or i i Exterior (lane,'hvdrant)
+) (a) Acres start end of pull from Table NE i' Column
:.I 6 (b) Acres middle portion of pull (1-2)
(Pull length W)i [feet] X Netted width 10 [feetl] / 43,560
(c) acres stop end of pull from Table Column i
2.5 f, Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L) _ Interior or 4 Exterior (lane/hydrant)
0.47 (a) Acres start end of pull from Table NrLc Column _ 6
1� (b) .acres middle portion of pull (1-3)
[Rill length >r1T [feet] X Wetted width IV-.t [feet]] / 43.560
(c) Acres stop end of pull from Table '^ Column c
-4-.jY'Tota1 acres for travel lane length (1-3) (Sum: a + b + c)
S. Multip:y the tabulated irrigated acreage value per travel pull by the number of pu!is of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (Ll)
X
k Lanes =
Acres
(b) Acres per travel lane length (1-2)
X
Lanes =
Acres
(c) Acres per travel lane length (L3)
X
;# Lanes =
acres
10 Total CANL7fP --wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: A, Date: 1112'0 ti
Signature of technical specialist
0

WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner/Operator Name EugeneWhaley- COUNTY Duplin
Adress 366 Jackson Store Rd
Beulaville, NC 28518 DATE 11/22/2002
Telephone [phone] Facility No 31-189
TABLE 1 - Field Specifications
Tract
Number
Hydrant
or
field (1)
Number
acres
start end
wetted
area
acres
middle
wetted
area
acres
stop end
wetted
area
Approximate
Maximun
Useable Size
of field (2)
(acres) Table
column
Length
of
pulls
in feet
Width
of
pulls
in feet
Soil Type
Slope
I*
Crop(s)
COm/GreenManure
Maximun
Application
Rate (3)
(in/hr)
Maxiumn
Application
per Irrigation
cycle (3)
(inches)
5252
1
0.43
2.84
0
3.27 EE90
B-C
910
136
Non
0-5
0.5
1
5251
2
0.43
4.23
0
4.66 EE90
B-C
970
196
Non
0-5
Bermuda/Smallgrain
0.5
1
5251
3
0.43
3.99
0
4.42 EE90
B-C
915
190
Non
0.5
Bermuda/Smallgrain
0.5
1
5251
4
0.43
4.22
0
4.65 EE90
B-C
847/150
198/109
Non
0-5
Bermuda/Smallgrain
0.5
1
5251
5
0.43
3.84
0
4.27 EE90
B•C
845
198
Noe
0-5
Bermuda/Smallgrain
0.5
1
5251
6
0.43
3.51
0
3.94 EE90
B-C
687/115
2001135
Non
0.5
Bermuda/Smallgrain
0.5
1
5251
7
0.39
2.83
0
3.22 E180
B-C
685
180
Non
0-5
Bermuda/Smallgrain
0.5
1
5251
8
0.43
2.46
0
2.89 EE90
B-C
535
200
Non
0-5
Bermuda/Smallgrain
0.5
1
5251
9
0.43
2.32
0
2.75 EE90
B-C
510
198
Non
0-5
Bermuda/Smallgrain
0.5
1
5932
10
0.4
3.08
0
3.48 NE65
B-C
675
198.5
Non
0-5
Com,Wheat,Soybean
0.5
1
5932
11
0.4
2.18
0
2.58 NE65
B•C
475
198.5
Non
0.5
Corn,Wh-at,Soybean
0.5
1
5932
A
0.4
2.16
0
4.15 NE65
B-C
825
198.5
Noa
0-5
Corn,Wheat,Soybean
0.5
1
, occ auawea mep.
2 Total field acreage minus required buffer areas.
3 Refer to N.C. Irrigation guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by: jBilly Houston Date 11./22./02

Will SON 150 SERIES BIG GUN® PERFORMANCE - U.S. UNITS
150 TAPER BORE NOZZLE 150T
I SOT - Specify size when ordering TA
0.70' 0.80' 0.90' 1.0'
9317-070 9317-080 9317-090 9317-100
Flow Path
1.1' 1.2' 1.3' 1.4'
9317.110 9317-170 9377-130
PSI
GPM
DIA. Fr.
GPM
DIA. FT
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DIA. Fr.
GPM
DIA. Fr.
GPM
DIA. Fr.
GPM
DIA. Fr.
50
100
250
130
270
165
290
205
310
255
330
300
345
350
360
408
373
60
110
265
143
285
182
305
225
325
275
345
330
365
385
380
446
396
70
120
280
155
300
197
320
245
340
295
360
355
380
415
395
483
412
80
128
290
165
310
210
335
260
355
315
375
380
395
445
410
516
427
90
135
300
175
320
223
345
275
365
335
390
405
410
475
425
547
442
100
143
310
185
330
235
355
290
375
355
400
425
420
500
440
577
458
110
150
320
195
340
247
365
305
385
370
410
445
430
525
450
605
471
120
157
330
1 204
350
1 258
375
320
395
385
420
1 465
440
1 545
460
632
481
150 TAPER RING
NOZZLE
150TR
COMPONENTS:
Body ToP-" GV
150TR = Body + Cap + I Toper Ring
#9773 #9238-eit #6286
Specify size when ordering
E:UD
Flow Path
T:_V CD
0.88'
0.96'
1.04' 1.12'
1.2' 1.28' 1.36'
9238.022
9238.024
9238-026 9238-028
9238-030 9238-032 9238-03A
PSI
GPM
DIA, FT.
GPM
DIA. FT.
GPM
DIA. FT
GPM
DIA, Fr
GPM
DIA. Fr.
GPM
DIA. Fr.
GPM
DIA. FT
50
135
270
164
286
196
302
233
318
274
333
319
347
369
358
60
148
284
179
301
214
317
255
334
301
351
350
367
405
378
70
159
299
194
315
231
331
276
349
325
366
378
382
437
393
80
170
310
207
330
247
346
295
364
347
381
404
397
467
409
90
181
320
220
340
262
357
313
377
368
396
429
411
495
424
100
191
329
231
350
277
366
330
386
388
405
452
423
522
436
110
200
339
243
359
29D
376
346
397
407
416
474
433
548
446
120
209
349
253
369
303
386
361
407
1 425
426
1 495
443
1 572
457
150 RING NOZZLE 15OR
COMPONEHM:
15OR = Body + Cap + Set of 7 Rings
#v* 3 #6287 teY
#6�
Specify size when ordering
E13
: Flow, Path
CD
0.86' 0.97'
1.08' 1.18'
1.26' 1.34'
1.41' 1.47'
6287.086 6287-097 6287-109 6287-111k
6287-12A 62A7.13A
A2A7.1A1
PSI
GPM
DIA Fr.I
GPM
DIA. FT.
GPM
DIA. FT I
GPM
DIA. FrI
GPM
DIA. FT.I
GPM
DIA, FT.
GPM
DIA. FT.
j GPM
DIA. FT,
50
100
245
130
265
165
285 1
205
300
1 255
320 1
300
335
350
350
385
353
60
110
260
143
280
1182
300
225
315
1275
335
330
350
385
365
1 423
368
70
1 120
270
155
290
1197
310
245
330
1295
350
355
365
1415
380
1 458
383
80
1128
280
165
300
210
320
260
340
1 315
360
380
380
445
395
490
399
90
1135
290
1 175
310
i 223
330
275
350
1335
370
405
390
1475
405
1 522
409
100
143
300
1 185
320
235
340 7290
360
355
380
425
400
1500
415
55
4419
110
150
310
l 195
330
247
350 1
305
370
370
390
445
410
1525
425
577
429
120
157
315
1204
335
258
360
320
380
385
400
465
420
515
435
1603
439
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Nelson Irrigation Corporation NO Airport Rd. Walla Walla, WA99362USA h1:509.525.7660 Fm:509325.7907 E-mail: [e-mail] Web site: wnnelsonirrigatioamm

r c.
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raf r 31=, 189 p 4 Y
400
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Mr-
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V2.

Michael F- Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
April 9, 2003
Eugene Whaley
Eugene Whaley Farm
366 Jackson Store Rd
Beulaville NC 28518
Subject: Certificate of Coverage No. NCA231189
Eugene Whaley Farm
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
Dear Eugene Whaley:
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 28, 2003, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Eugene Whaley, 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
AWS310189 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 Eugene Whaley Farm, located in DuplinCounty, with an animal capacity of no
greater than an annual average of 4400 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 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 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
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.
Non -Discharge Permits ing Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Customer Service Center
An Equal Opportunity Action Employer
Internet http!/h2o.enr.stale.m.us[ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
50% recycled/10% 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 (GeneralPermit 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 NCA231189
Permit File AWS310189
NDPU Files

Nutrient Management Plan For Animal Waste Utilization
11-26-2002
This plan has been prepared for:
This plan has been developed by:
Eugene Whaley Farm31189
Billy W Houston
Eugene Whaley
Duplin Soil & Water
366 Jackson Store Rd
PO Box 219
Beulaville, NC 28518
Kenansville, NC 28349
910-298-5567
9/10-296-2120
Developer
Type of Plan: Nitrogen Only with
Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
1a -//-��
49igntature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: `W � � (2,_y- 02
Technical Specialist Signature Date
- -----------------------------
819381 - - - --
Database Version 2.0 Date Printed: 12-09-2002 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 4,078,800 gals/year by
a 4,400 animal Swine Finishing Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
9394
Incorporated
16134
Injected
17768
Irrigated
10211
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
11,132.50
4,446,776
-367,976
Year 2
11,168.74
4,461,252
-382,452
--- --------------------------------------------------------
Note: In source ID, S means standard source. U means user defined source.
819381 Database Version 2.0 Date Printed: 12-09-2002 Source Page I of 1

Narrative
This WUP is written based on a wetted acres footprint completed by Billy Houston of Duplin Soil &
Water.
The Bermuda Pasture in pulls #249 are calculated using control grazed(see attachedWUP)
Pulls #2 - #9 will be divided into three sections as listed: #2,3-9.08Ac, #4,5-8.92Ac and #6,7,8
-10.05Ac.
Pulls #7&8 may be made using above ground pipe
Pull #9 Bermuda Hay, smallgrain overseeding on this field is not needed to meet nutrient budget
requirements for this operation. IF Mr. Whaley wishes to overseed 50lbsN/Ac may be applied using the
recommended application guidelines outlined is this WUP for smallgrain overseed.
Pull #1 will be planted to a Corn Greenmanure(Smallgrain) rotation. The smallgrain may be incorporated
as a green manure for the corn crop, the PAN for the corn crop on pull 41 has been reduced to reflect this.
The smallgrain may be incorporated as greenmanure,grazed,hayed or harvested.
If no pumping is done on the previous year smallgrain, or the crop is used for anything other than a
greenmanure crop(ie:grazed hayed or harvested) then 124lbs N/Ac may be used for pumping on the corn
crop.
Based on information collected and available charts Mr. Whaley has been overestimating the amount of
waste applied.
THE RATE THAT MAY BE USED FOR PUMPING, UNTIL EQUIPMENT REPAIRS AND FIELD
CALIBRATION ARE COMPLETED, IS 165gpm.
-------------- ----------------------------------------------------------------------------------------------------------
819381 Database Version 2.0 Date Printed: 12-09-2002 Narrative Page I of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field.
Realistic Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each
field is shown, when; available.
Planned CrODS Summary
Tract
Field
Leaching
Index(LI)
Soil Series
Cron Sequence
RYE
5251
2
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
-6.9 Tons
5251
3
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
*6.9 Tons
5251
41
N/A
Norfolk
Small Grain Overseed
I.OTom
Hybrid Berrnudagrass Pasture
-6.9 Tons
5251
5
N/A
Norfolk
Small Grain Oversmd
1.0 Tons
Hybrid Bermudagrass Pasture
*6.9 Tom
5251
6
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagmm Pasture
*6.9 Tons
5251
7
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagn ss Pasture
*6.9 Tons
5251
8
N/A
Norfolk
Small Grain Ovcrseed
1.0 Tons
Hybrid Bermudagrass Pasture
*6.9 Tons
5251
9
N/A
Norfolk
Hybrid Bermudagrass Hay
6.5 Tons
5252
1
N/A
Norfolk
Small Grain Overseed
1.0 Tom
Corn, Grain
115 bu.
5932
10
N/A
Norfolk
Corn, Gram
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
5932
11
N/A
Norfolk
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
LI
Potential Leaching
Technical Guidance
Low potential to contribute to
None
2
soluble nutrient leaching below the
root zone.
> = 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<= 10
soluble nutrient leaching below the
root zone.
High potential to contribute to
Nutrient Management (590) should be planned. Other conservation practices that
soluble nutrient leaching below the
improve the soils available water holding capacity and improve nutrient use efficiency
> 10
root zone.
should be considered. Examples are Cover Crops (340) to scavenge nutrients,
Sod -Based Rotations (328), Long -Tenn No -Till (778), and edge -of -field practices such
s Filter Strips (393) and Riparian Forest Buffers (391).
-------- -- - - - - - - - ------ -- --------
819381 batabase Version 2.0 Date Printed: 12-09-2002 PCS Page I of 1
NOTE: Symbol • means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient
requirements, and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by
manure or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be
applied on each field in order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the
total manure applied is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being
utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be
used to balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the
application of animal waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
Waste Utilization Table Year 1
Tract
P-10
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
Apphc.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fen.
Nutrient
Applied
Res.
(Ibs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
TTT
Ibs/A
1000
aaFA
1000 gals
tons
5251
2
S7
Norfolk
4.66
4.66
Small Grain Overseed
1.0 Tons
•10/1.3/31
50
0
0
brig.
50
19.97
0
93.07
0.00
5251
2
S7
Norfolk
4.66
4.66
Hybrid Bermudagrass Pasture
*6.9 Tons
•3/1-10/31
•260
0
0
brig.
260
103.86
0
483.96
0.00
5251
3
S7
Norfolk
4.42
4.42
Small Grain Overseed
1.0 Tons
•1011-3131
So
0
0
Irrig,
50
19.97
0
88.28
0.00
5251
3
S7
Norfolk
4.42
4.42
Hybrid Bermudagress Pasture
*6.9 Tons
•3/1.10/31
*260
0
0
Irrig.
260
103.86
0
459.04
0.00
5251
4
S7
Norfolk
4.65
4.65
Small Grain Overseed
1.0 Tons
•10/1-3/31
50
0
0
brig.
50
19.97
0
92.87
0.00
5251
4
S7
Norfolk
4.65
4.65
Hybrid Bermudagrass Pasture
*6.9 Tons
•3/1.10/31
•260
0
0
Irrig.
260
103.86
0
482.92
0.00
5251
5
S7
lNorfolk
1 4.27
427
Small Grain Overseed
1 1.0 Tons
•10/1-3/31
1 50
0
0
Irrig.
50
19.97
0
85.28
0.00
5251
5
S7
Norfolk
1 4.27
4.27
Hybrid Bermudagrass Pasture
1 •6.9 Tons
•3/1-10/31
1 •260
0
0
Irrig.
260
103.86
0
443.46
0.00
5251
6
S7
Norfolk
3.94
3.94
Stnall Grain Overseed
1.0 Tons
•10/1-3/31
50
0
0
Irrig.
50
19.97
0
78.69
0.00
5251
6
S7
Norfolk
1 3.94
3.94
Hybrid Bermudegrass Pasture
1 •6.9 Tons
$311-10/31
1 •260
0
0
Irrip,
1 260
103.86
0
409.19
0.00
.................------------ ........................... ._.._...-....._.-_....._..----- ._..... .---------- ..-...---------------------------- ..-..______._____________------
819381 Database Version 2.0 Date Printed: 12/9/02 P IIS W ku IS I bf I//AL WUT Page 1
10'Hk

Wncte ITtili7atinn Table
Year 1
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Ames
Crop
RYE
Aeolic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Feet.
Nutnem
Applied
Rea.
(1bs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Ibs/A
1000
g91/A
tons
1000 Uls
tans
5251
7
S7
Norfolk
1 3.22
3.22
Small Grain Oversead
1.0 Tons
•10/1-3/31
50
0
0
Ini&
50
19.97
0
64.31
0.00
5251
7
S7
Norfolk
3.22
3.22
Hybrid Bermudagress Pasture
*6.9 Tons
•3/1-10/31
*260
0
0
Irriµ.
260
103.86
0
334.41
0.00
5251
8
S7
Norfolk
2.89
2.89
Small Grain Overseed
1.0 Tons
•10/1-3131
50
0
0
Irtig,
So
19.97
0
57.72
0.00
5251
8
S7
Norfolk
2.89
2.89
Hybrid Berrnudagrass Pasture '
•6.9 Tons
*3/1-10/31
•260
0
0
brig
260
103.86
0
300.14
0.00
5251
9
S7
Norfolk
2.75
2.75
Hybrid Bermudagress Hey
6.5 Tons
*3/1-10/31
•325
0
0
brig
325
129.82
0
357.00
0.00
5252
1
S7
Norfolk
3.27
3.27
Small Grain Overseed
1.0 Tans
•10/1-3/31
50
0
0
Irtig
50
19.97
0
65.31
0.00
52521
11
S7
Norfolk
1 3.27
3.27
Com, Gram
115 bu.
2/156/30
•144
0
•61
Irria,
83
33.15
0
108.41
0.00
5932
10
S7
Norfolk
3.49
3.48
Com, Grain
115 bu.
2/156/30
131
0
20
Irrig
111
44.34
0
154.30
0.00
5932
10
S7
Norfolk
3.48
3.48
Wheal, Grain
60 bu.
9/1-3/31
125
0
0
Irtia,
73
28.96
0
100.78
0.00
5932
11
S7
Norfolk
2.56
2.56
Com, Grain
115 bu.
2/156/30
131
0
20
Ir*i8.
111
44.34
0
113.51
0.00
5932
11
S7
Norfolk
2.56
2.56
Whcat, Grain
60 bu.
911.3/31
125
0
0
Irrig
73
28.96
0
74.14
0.00
Total Applied, 1000 gallons
4,446.78
Lagoon Liquids
Total Produced 1000 gallons
4,078.80
Balance, 1000 gallons
1 .367.98
Total Applied, tons
0.00
Manure Solids
Total Produced, tons
0.00
Balance, tons
0.00
Noes: 1. In the tract column, symbol - means leased otherwise, owned. 2. Symbol • means user entered data.
---------------------- .------------------------------------ .---..----_.___________.__.__--..--..____.____...--_._____.._....-__-______.__-----..___.-----._____...
819381 Database Version 2.0 Date Printed: 12/9/02 WUP Pape 2

UT-+- 7 T*:I;--+.-- 'r-1,1e
Vaor 7
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
Comm.
Fert.
Nutrient
Applied
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
facre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Ibs/A
1000
l/A
tons
1000 gals
tons
5251
2
S7
lNorfolk
4.66
4,66
Small Grain Overseed
1.0 Tons
010/1.3/31
50
0
0
Irrig.
50
19.97
0
93.07
0.00
5251
2
S7
Norfolk
4.66
4.66
Hybrid Berrnudagrass Pasture
•6.9 Tons
•3/1-10/31
0260
0
0
IrtiR.
260
103.86
0
483.96
0.00
5251
3
S7
Norfolk
4.42
4.42
Smell Grain Ovetseed
1.0 Tons
•10/1-3/31
50
0
0
IrriR.
50
19.97
0
88.28
0.00
5251
3
S7
Norfolk
4.42
4.42
Hybrid Bermudagrass Pasture
•6.9 Tons
•3/1.10131
•260
0
0
IrriR
260
103.86
0
459.04
0.00
5251
4
S7
Norfolk
4.65
4.65
Small Grain Overseed
1.0 Tons
•10/1.3/31
50
0
0
Irria.
50
19.97
0
92.87
0.00
5251
4
S7
Norfolk
4.65
4.65
Hybrid Bermudagrass Pasture
•6.9 Tons
•3/1.10/31
•260
0
0
brig.
260
103.86
0
482.92
0.00
5251
5
S7
Norfolk
4.27
4.271
Small Grain Overseed
1.0 Tons
110/1-3/31
50
0
0
Imig.
50
19.97
0
85.28
0.00
5251
5
S7
Norfolk
4.27
4.27
Hybrid Bermudagrass Pasture
•6.9 Tons
03/1-10/31
•260
0
0
Irrig.
260
103.86
0
443.46
0.00
5251
6
S7
Norfolk
3.94
3.94
Small Grain Overseed
1.0 Tons
010/1-3/31
50
0
0
Irria.
50
19.97
0
78.69
0.00
5251
6
S7
Norfolk
3.94
3.94
Hybrid Bertnudagrass Pasture
•6.9 Tons
43/1.10/31
•260
0
0
Inig.
260
103.86
0
409.19
0.00
5251
7
S7
Norfolk
3.22
3.22
Small Grain Overseed
IA Tons
410/1-3/31
50
0
0
Irria.
50
19.97
0
64.31
0.00
5251
7
S7
Norfolk
3.22
3.22
Hybrid Berrnudagress Pasture
•6.9 Tons
•3/1.10/31
0260
0
0
Irria.
260
103.86
0
334.41
0.00
5251
8
S7
Norfolk
2.89
2.891
Small Grain Overseed
1.0 Tons
010/1-3/31
50
0
0
Irrig.
50
19.97
0
57.72
0.00
5251
8
S7
Norfolk
2.89
2.89
Hybrid Bermudagrass Pasture
•6.9 Tons
•3/1-10/31
•260
0
0]IM
260
103.86
0
300.14
0.00
5251
9
S7
Norfolk
2.75
2.75
Hybrid Bermudagrass Hay
6.5 Tons
0311-10/31
•325
0
0
325
129.82
0
357.00
0.00
5252
1
S7
Norfolk
3.27
3.27
Small Grain Overseed
1.0 Tons
•10/1-3/31
50
0
0
50
19.97
0
65.31
0.00
5252
1
57
Norfolk
3.27
3.27
Corn. Grain
IISbu.
2/15.6l30
•144
0
•61
83
33.15
0
108.41
0.00
5932
10
57
Norfolk
3.48
3.48
Wheat, Grain
606u.
9/I.3/31
123
0
0Irrig.
53
20.97
0
72.98
0.00
5932
10
S7
Norfolk
3,48
3.48
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
137
54.72
0
190.44
0.00
5932
II
S7
Norfolk
2.56
2.56
Wheat,Gmin
60 bu.
9/I.3/31
125
0
0
53
20.97
0
53.68
0.00
5932
11
S7
Nurfolk
2.56
2.56
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
137
54.72
0
I40.09
0.00
.............._--..---..-._.-___-__._-________-___.._-_.--..-._.-.._.___-____-..._-....-...-...--...-.-_______------_--__.-___.-.--_______-__-_.-.-_.-..___.--._.______
819381 Database Version 2.0 Date Printed: 12/9/02 WUT Page 3

XU., +e T TtiC,+;.. T. W.
Vacs• 7
Tract
Field
Source
I.D.
Soil Series
Total
Aore
Use.
Aces
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Regd
Comm
Fat.
Nutrient
Applied
Res.
(Ibs/A)
Applic.
Method
Man=
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Ibs/A
1000
l/A
tons
1000 pals
tons
Total Applied, 1000 gallons
4,461.23
Lagoon Liquids
Total Produced, 1000 gallons
4,078.80
Balance, 1000 gallons
-382.45
Total Applied, tans
0.00
Manure Solids
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In thetract column, symbol —means leased, otherwise, mined 2. Symbol • means usa entered data.
------ --------------------------------------------------------------------------- --------------------------------------------------------------------------------- ----------------- ------------
819381 Database Version 2.0 Date Printed: 12/9/02 WUT Page 4

The Irrigation Application Factors for each field in this plan are shown in the following table.
Infiltration rate varies with soils. If applying waste nutrients through an irrigation system, you must
apply at a rate that will not result in runoff. This table provides the maximum application rate per hour
that may be applied to each field selected to receive wastewater. It also lists the maximum application
amount that each field may receive in any one application event.
Irrigation Appfication Factors
Tract
Field
soil series
Application Rate
(inchewbour)
Application Amount
(inches)
5251
2
Norfolk
0.50
0.96
5251
3
Norfolk
0.50
0.96
5251
4
Norfolk
0.50
0.96
5251
5
Norfolk
0.50
0.96
5251
6
Norfolk
0.50
0.96
5251
7
Norfolk
0.50
0.96
5251
8
Norfolk
0.50
0.96
5251
9
Norfolk
0.50
0.96
5252
1
Norfolk
0.50
0.96
5932
t0
Norfolk
0.50
0.96
5932
11
Norfolk
1 0.50
0.96
819381 Database Version 2.0 Date Printed: 12-09-2002 IAF Page I of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting.
Since nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not
be used for sludge application. If this is not possible, care should be taken not to bad effluent application fields
with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface
water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels
may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
CM 120 bu
1 150
13.16
55.16
110.32
165.48
Hay 6 ton R.Y.E.
1 300
26.32
27.58
55.16
82.74
Soybean 40 bu
160
14.04
51.71
103.43
155.14
819381 Database Version 2.0 Date Printed: 12-09-2002 Sludge Page I of I

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The
start date is a value entered by the user and is defined as the date prior to applying nutrients to the first
crop in the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greaterthan the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the
design storage volume of the structure. Either of these situations indicates that the planned application
interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Canacitv
Source Name
I Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
10/1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
96
1
2
84
1
3
108
1
4
124
1
5
139
1
6
155
1
7
164
1
8
173
1
9
180
1
10
171
1
11
154
1
12
139
2
1
121
2
2
108
2
3
131
2
4
147
2
5
162
2
6
178
2
7
180
2
8
180
2
9
180
2
10
168
2
11
147
2
12
127
■ Available Storage Capacity is calculated as of the end of each month.
-------------------------------------------------------------------------------------------------------------------------
819381 Database Version 2.0 Date Printed: 12-09-2002 Capacity Page I of I

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches
surface water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture,
historical data, climatic conditions, and level of management, unless
there are regulations that restrict the rate of applications for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for
guidance).
-------- -----------------------------------------------------------------------------------------------------
819381 Database Version 2.0 Date Printed: 12/9/02 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste should
also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply
with the following: The outer perimeter of the land area onto which
waste is applied from a lagoon that is a component of a swine farm shall
be at least 50 feet from any residential property boundary and canal.
Animal waste, other than swine waste from facilities sited on or after
October 1, 1995, shall not be applied closer that 25 feet to perennial
waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
--------------------------------------------------------------------------------------------------------------------------
819381 Database Version 2.0 Date Printed: 12/9/02 Specification Pape 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste maybe
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such
as trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be
inspected on a regular basis to prevent breakdowns, leaks, and spills. A
regular maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and
other crops for direct human consumption. However, if animal waste is
used on crops for direct human consumption, it should only be applied
pre -plant with no further applications of animal waste during the crop
season.
---------------------------------------- ------------------------------------------------------------ ----------------------
819381 Database Version 2.0 Date Printed: 12/9/02 Specification Pape 3

21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid
level between the markers. A marker will be required to mark the
maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied.
Nitrogen shall be the rate -determining nutrient, unless other restrictions
require waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in
the soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
819381 Database Version 2.0 Date Printed: 12/9/02 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1, 10, 11
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant populations
should be determined by the hybrid being planted. Increase the seeding rate by 10% when planting no -till.
Phosphorus and potassium recommended by a soil test can be broadcast or banded at planting. When
planting early in cool, wet soil, banded phosphorus will be more available to the young plants. An accepted
practice is to apply 20-30 Ibs/acre N and 20-30 Ibs/acre phosphorus banded as a starter and one-half the
remaining N behind the planter. The rest of the N should be applied about 30-40 days after emergence. The
total amount of is dependent on soil type. When including a starter in the fertilizer program, the
recommended potassium and any additional phosphorus is normally broadcast at planting. Plant samples
can be analyzed during the growing season to monitor the overall nutrient status of the corn. Timely
management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 9
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 Ib/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 Ib/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
--------------------------------------------------------------------------------------------------------------------
819381 Database Version 2.0 Date Printed: 12-09-2002 Crop Note Page 1 of 3

The following crop note applies to field(s): 1, 2, 3, 4, 5, 6, 7, 8
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from October
15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate
by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1 /2
bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 2, 3, 4, 5, 6, 7, 8
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I' to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 Ib/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 Ib/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
---------------------------- ----------------- --------------------- ------------------------------------------------ ------
819381 Database Version 2.0 Date Printed: 12-09-2002 Crop Note Page 2 of 3

The following crop note applies to fteld(s): 10, 11
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the optimum
time. See the seeding rates table for applicable seeding rate modifications in the current NCSU "Small
Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting no -till.
Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety "green
book" and information from private companies to select a high yielding variety with the characteristics
needed for your area and conditions. Apply no more than 30 Ibs/acre N at planting. Phosphorus and potash
recommended by a soil test report can also be applied at this time. The remaining N should he applied
during the months of February -March. The total N is dependent on the soil type. Plant samples can be
analyzed during the growing season to monitor the nutrient status of the wheat. Timely management of
diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 10, 11
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate plant
populations. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Plant 2-4
seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10
seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth
should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash recommended for the
soybeans can be applied to the wheat in the Fall. Soybeans produce their own nitrogen and are normally
grown without additions of nitrogen. However, applications of 20-30 Ibs/acre N are sometimes made at
planting to promote early growth and vigor. Tissue samples can be analyzed during the growing season to
monitor the overall nutrient status of the soybeans. Timely management of weeds and insects is essential
for profitable double crop soybean production.
--------------------------------------------------------------------------------------------------------
819381 Database Version 2.0 Date Printed: 12-09-2002 CropNote Page 3 of 3

MOWN 1 150 SERIES BIG GUN® PERFORMANCE — U.S. UNITS
150 TAPER BORE NOZZLE 150T
150T - Specify size when ordering
E-3 ----
Row Path
0.70' 0.80' 0.90' 1.0' 1.1' 1.2' 1.3' 1.4'
9317 07n 93i7 080 9317-non o117.1nn 9317-110 9317-120 9317-130
PSI
GPM
DU FT
GPM
DU FT.
GPM
DU. FL
GPM
DIA. FT.
GPM
DIA. FT.
GPM
DU. Fr.
GPM
DIA. PT
GPM
DIA Fr.
50
100
250
130
270
165
290
205
310
255
330
300
345
350
360
408
373
60
110
265 1
143
285
182
305
225
325
275
345
330
365
385
380
446
396
70
120
280
155
3DO
197
320
245
340
295
360
355
380
415
395
483
412
80
128
290
165
310
210
335
260
355
315
375
380
395
445
410
516
427
90
135
300
175
320
223
345
275
365
335
390
405
410
475
425
547
442
100
143
310
185
330
235
355
290
375
355
400
425
420
500
440
577
458
110
150
320
195
340
247
365
305
385
370
410
445
430
525
450
605
471
120
157
330
204
350
258
375
320
395
385
420
465
440
545
460
632
481
150 TAPER RING
NOZZLE
150TR
`Do
g Co?
n RRinmg
&idy Toper
150TR = Body + Cap + 1 Toper Ring
09773 #9238-tit e6286
Specify sire when ordering
T::]D
Flow Path
Y:m CD L-9
0.88'
0.96'
1.04' 1.12'
1.2' 1.28' 1.36'
Dave n'A o9]e-n]R 0238-n3n 9238-032 9238-034
PSI
GPM
DIA. FT.
GPM
DIA, PT
GPM
DIA. FT.
GPM
DIA Fr.
GPM
DIA. Fr.
GPM
DIA. Fr.
GPM
DIA. FT
r 50
135
270
164
286
196
302
233
318
274
333
319
3A7
369
358
60
148
284
179
301
214
317
255
334
301
351
350
367
405
378
70
159
299
194
315
231
331
276
349
325
366
378
382
437
393
80
170
310
207
330
247
346
295
364
347
381
404
397
467
409
90
181
320
220
340
262
357
313
377
368
396
429
All
495
424
100
191
329
231
350
277
366
330
386
388
405
452
423
522
436
110
200
339
243
359
290
376
346
397
407
416
474
433
548
446
120
209
349
253
369
303
386
361
407
425
426
495
443
572
457
150 RING NOZZLE 150R
`°""°"°"S'
11-a
Cap
150R = Body + Cap + Set of Rings
A9773 •6287-i?i
e6286
Specify size when ordering
r�
L110 - li = D-% G7n+V!Nw F4 �'%.E13
O
: Plow Path
� --�
0.86' 0.97' 1.08'
1.18'
1.26' 1.34'
1.41' 1.47'
A907 n Av
no A]e]-11e
A]8z1]6 6787.134
6297-141
PSI
GPM
DIA FT.j
WE I
GPM
DiA. F j
GPM
DIA. Fri
GPM
DIA. Fr,
GPM
DIA Fr.
GPM
DIA Fr.
50
100
245
130
265
165
285
205
300
255
320
300
335 1350
350
385
353
60
110
260
la3
280
182
300
225
315
275
335
330
350
3H5
365
423
368
70
120
270
155
290
197
310
245
330
295
350
355
365
415
382
458
383
80
128
280
165
300
210
320
260
340
375
360
3B0
380
445
395
a90
399
90
1 135
290
175
310
223
330
275
350
335
370
405
390
475
405
522
409
100
143
300
185
320
235
340
290
360
355
380
425
400
500
415
550
419
110
150
310
195
330
247
350
1 305
370
370
390
445
470
525
425
577
429
120
1 157
315 1
204
335
258
360
1 320
380
385
AGO
465
420
F545
435
603
439
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t.Aa.. i.d=...vw.� +v.da eW+mAs1 .wd..i. a a6ra.a
Rehonlrrigmion Emporerioe 818Airpod Rd Walla Wdo, WA 9M2 USA Te1:509S257660 Fat S89-0.7987 E-moil:oelsoa@nehanirrtom Web site: m.nelswirrigetioo.tom
'bo IZI GP/A:: 132-
DIR

Acreage Determination Procedures
,stewaterApplication Equipment
Hard Hose Traveling Gun System
FIELD DATA WORKSHEET*
I. Make and model number A 13 T
2. Hose length 9, f _ [feet] and hose inside diameter (ID) 3 • i [inch]
3. Gun make and model number_ NeIt o h 1 5 O
4. Gun nozzle size ].D [inch], / ring orifice, taper bore orifice
S. Gun arc angle I o [degrees]
6. Travel lane spacing [feet]. Indicate whether _ uniform or random.
Number of exterior hydrants . Number of interior hydrants
7. Gun wetted diameter L—Lo [feet]. measured or _ based on gun chart.
S. Gun pressure 4-0 [psi] ✓ observed at working gauge,
determined from gun charts, calculated (shot. calculations)
"9. Operating pressure at hose reel [psi]. observed at tcorking gauge or
provided by owner.
"10. Supply line size [inch] (from pump to last hydrant)
**11. Supply line length feet (maximum pumping distance)
"12. Supply line type PVC or aluminum
'*13. Pump make and model number
**14. Pump capacity [gpm]
'*15. Engine make and model number
or
'*16. Electric motor horsepower and rpm [hp] [rpm]
Note: It is stronghv recommended that sou field determine wetted diameter and operating
pressure at the reel and gun.
Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each travel lane and short the distance traveled. Shots the location of the supply line.
Irrigated acres ate determined by the travel lane.
Optional data, furnish where possible.
Inforina;ion fu:r,shedy�by ^ �
.N �orfac i-t-+_ and: or !;st :.
} o .am: f o��'re: er fxiii7c' epresen:ative Signam:e tuchnica! zpecia!is:
E,.'_, wh,L &IIU W. v,lo„
Pantmme of os+ : ixiliq t:presentatiee Printed n.e of techmzal specialist
Dare I]`1�U-0"L Da:e /1/z0/02-
*` Only the person or people collecting the data should sign the Field Data Worksheet.
U
5
8

,.orksherts may be needed)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
1. Farm number (identification) Field number (identification)
2. Irrigation system designation _ Existing irrigation system _ Nesv/expanded irrigation system
3. Number of travel lanes : Interior lanes �_ n Exterior lanes �ID feet] Length of pull(LI)
Interior lanes 4 Exterior lanes 9 � o (feet] Length of pull(L2)
Interior lanes J r Exterior lanes 9Ir [fe=_t] Lzrgth of pc!1(1-3)
4. Wetted diameter _ [feet] from F!e!d Data Worksheet
5. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout _ !Multiple hydrants _ Single hydrant _ Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, _ Interior or -, Exterior (lane/hydrant)
(a) .acres star: end of pull from Table CC!) Column L
1.r"4 (b) Acres middle portion of pull (Ll)
[I ull length 9b [feet] t Wettzd t•:idch Imo; (feet]) / 43,560
(c) Acres stop end of pull from Table t Column t
Z Total acres for travel lane length (LI) (Sum: a + b + c)
Travel lane length (L, _ Interior or I Exterior (lane/hydrant)
4 ; (a) .acres start end of pull from Table EE Column r,
(b) Acres middle portion of pull (1-2)
(P.:II length 19) (feet] X Wetted tcid:h I I-) [feet][ / 43,560
(c) .acres stop end of pull from Table i. Column
4. L; Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L) _ Interior or —Exterior (lane;hs-drant)
F? (a) acres start end of pull from Table FC 1) Column r
99 (b) Acres middle portion of pull (1-3)
(Pull length 9!t- [feet] X Wetted width [feet]] / 43560
(c) Acres stop end of pull from Table Column
u•°i%Total acres for travel lane length (1-3) (Sum: a + b + c)
S. Multgl% the tabulated irrigated acreage value per travel putt by the nu:nbe; of pu!!s of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a)
Acres
per travel lane length
(LI)
X
# Lanes =
Acres
(b)
Acres
per travel lane length
(1-2)
X
r Lanes =
acres
(c)
Acres
per travel lane length
(1-3)
X
# Lanes =
acres
I—{ Total CA«1fP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: �,�G '. i a �+ Date: 11 "11 "0 2
signature of technical specialist
15

„orkshects vmy be 'tented)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
1. Farm number (identification) Field number (identification)
2. Irrigation system designation _ Existing irrigation system _ New/expanded irrigation system
3. Number of travel lanes n Interior lanes `i n Exterior lanes i 4n_.fzet] Length of pull(Ll)
” Interior lanes _� r Exterior lanes 947' [feet] Length of pull(L2)
Interior lanes 4 r Exterior lanes [fez-,] Length of pull(L3)
4. Wetted diameter _ [feet] from Field Data Worksheet
S. Spacing Hydrant spacing (feet] [as a percentage of wetted diameter]
6. Hydrant layout _ Multiple hydrants — Single hydrant _ Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, _ Interior or 4 Exterior (lane/hydrant)
4 (a) Acres star: end of pull from Table EEa :t Column
K (b) Acres middle portion of pull (1-1)
',' [Pull lzngth� [feet] X ��'ettzd ::idt . 11L (feet]l 143,560
(c) Acres stop end of pull from Table CC , Column
U. Total acres for travel lane length (LI) (Sum: a + b + c)
Travel lane length (L, _ Interior or Exterior (lane/hydrant)
4� (a) .acres stars end of pull from Table c Ear Column C
'•64 (b) .acres middle portion of pull (1-2)
[Pull length ?4i [feet] X Wetted width i4> [feet]I / 43,560
(c) acres stop end of pull from Table 0 Column
4. 2 i Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L, _ Interior or /2 Exterior (lane/hydrant)
.4 (a) Acres start end of pull from Table £>> Column.
,i.l r (b) Acres middle portion of pull (1-3)
i' [Pull length i Is [feet] X Wetted t.idth l7L [fee,jl / 43.560
(c) Acres stop end of pull from Table Column r-
3. `14 Total acres for travel lane length (1-3) (Sum: a + b + c)
S. the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres
per travel lane length
(Ll)
X
4 Lanes =
Acres
(b) Acres
per travel lane length
(1-2)
X
# Lanes =
.acres
(c) Acres
per travel lane length
(1-3)
X
# Lanes =
acres
I Total CA'*t1fP -.gettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: 13 N ' 'V/ 7 - Date: 11-
$ignacu:e of technical specialise
15

.orkshects may be needed)
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
1. Farm number (identification) Field number (identification)
2. Irrigation system designation _ Existing irrigation system _ New/expanded irrigation system
3. Dumber of travel lanes # Interior lanes Exterior lanes 0 feet] Length of pull(LI)
,: Interior lanes �_ Exterior lanes SJ f [feet] Length of pull(L2)
Interior lanes ? = EXteriOr lanes = 11 [Feet] Ler-alh Cf pl:ll(L3)
4. Wetted diameter _ [feet] from Field Data W'orksheet
S. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout _ Multiple hydrants _ Single hydrant _Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given Netted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length iL, r) Interior or _ Exterior (lane/hydrant)
99 (a) Acres start end of pull from Table 6I;=, Column
1.�. (b) Acres middle portion of pull (LI)
{Pull length= [feet] X Wetted width /Ja [feet)[ / 43,560
(c) Acres stop end of pull from Table Column =
3,,J - Total acres for travel lane length (11) (Sum: a + b + c)
Travel lane length (L, _ Interior or Exterior (lane/ hydrant)
, 4'f (a) Acres start end of pull from Table CC Colurnn G
1,4 6 (b) acres middle portion of pull (1-2)
(Pull length 3-3 (feet) X Wetted ti,idth io) (feetj] ; 43,560
(c) .acres stop end of pull from Table Column r
2�. Total acres for travel lane length (1-2) (Sum: a + b + c)
Travel lane length (L, _ Interior or -!—Exterior (lane,'hedrant)
4 ) (a) acres start end of pull from Table 15E9 � Cob_mtr. 0
z•? 2- (b) acres middle portion of pull (L3)
[R41 length tv [feet] X W'etted width lag (feet]; / 43.560
(c) Acres stop end of pull from Table Co!um
2,r'" Total acres for travel lane length (1-3) (Sum: a + b + c)
S. \Atltiply the tabulated irrigated acreage value per travel pull by the number of pu'!s of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (LI) X
(b) Acres per travel lane length (1-2) X
(c) Acres per travel lane length (L3) X
Lanes = acres
n Lanes = .Acres
# Lanes = Acres
�•�6 Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational AVorkshzet Completed by:. Date: )1 1 i c
Signatu a of technical specialist
15

,rksheers stay be needed;
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
HARD HOSE TRAVELER
IRRIGATION SYSTEM
1. Farm number (identification) Field number (identification)
2. Irrigation system designation _ Existing irrigation system _ Newlexpanded irrigation system
3. Dumber of travel lanes # Interior lanes 1_ n Exterior lanes 6i feet] Length of pull(Ll)
R Interior lanes I I # Exterior lanes 49 S' (feet] Length of pull(L2)
= Interior lanes = Esteaor lanes - Length o` mac!! L3
— [1e't, r )
4. Wetted diameter _ [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] [as a percentage of Netted diameter]
6. Hydrant layout _'Multiple hydrants —Single hydrant _ Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given Netted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, _ Interior or to Exterior (lane/hydrant)
4) (a) .Acres start end of pull from Table Ne6s Colu; n, �t_
3.0% (b) Acres middle portion of pull (L1)
[Pull lengthy [feet] X Wetted v.id:h 1V.5'[feet]; / 43,560
(c) .Acres stop end of pull from Table i' Column 6
3.4r Total acres for travel lane length (LI) (Sum: a + b + c)
Travel lane length (L, _ Interior or oExterior (lane/hydrant)
•'+) (a) acres start end of pull from Table 1F t' Column f.
i.1 6 (b) .Acres middle portion of pull (L2)
(Pull length 4 �i [feet] X betted sc!dth Ivor (feet][ / 43,560
(c) .Acres stop end of pull from Table Column
2,5 ;� Total acres for travel lane length (U) (Sum: a + b + c)
Travel lane length (L, _ Interior or _Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column.
(b) .Acres middle portion of pull (L31
[Pull length— [feet] X Wetted width _ [feet][ 143,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (L3) (Sum: a + b + c)
S. Multip!y the tabulated irrigated acreage value per travel pull b}' the number of pu•.:s of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
(a) Acres per travel lane length (LI) X Lanes = Acres
(b) Acres per travel lane length (L2) X R Lanes = .Acres
(c) Acres per travel lane length (L3) X ;# Lanes — .Acres
_ Total CA«,IP wettable acres for field (Sum: &a + 81a + 8c)
Wettable Acre Computational Worksheet Completed by: CS�1:]�,,A:7 Date: I I : _?
Su
ignatre of technical specialist
QSJ

WETTABLE ACRES
IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner / Operator Name Eugene Whaley COUNTY Duplin
Adress 366 Jackson Store Rd
Beulaville, NC 28518 DATE 11/22/2002
Telephone [phone] Facility No 31-189
TABLE 1 - Field Specifications
Tract
Number
Hydrant
or
field (1)
Number
acres
start end
wetted
area
acres
middle
welled
area
acres
stop end
wetted
area
Approdmate
Mabmun
Useable Size
of field (2)
(acres) Table
column
Length
of
pulls
in feet
Width
of
pulls
in feet
Soil Type
Slope
(%)
Crop(s)
Ma)dmun
Application
Rate (3)
(inlhr)
Mapumn
Application
per Irrigation
cycle (3)
(inches)
5252
1
0.43
2.84
0
3.27 EE90
B-C
910
136
Noe
0.5
ComtGreenManure
0.5
1
5251
2
0.43
4.23
0
4.66 EE90
B-C
970
190
Noe
0.5
Bermuda/Smallgrain
0.5
1
5251
3
0.43
3.99
0
4.42 EE90
B-C
915
190
Nos
0.5
Bennuda/Smaligrain
0.5
1
5251
4
0.43
4.22
0
4.65 EE90
B-C
8471150
1981109
Noe
0-5
Bermuda/Smaligrain
0.5
1
5
0.43
3.84
0
4.27 EE90
B-C
845
198
Nos
0.5
BenmudalSmallgrain
0.5
1
6
0.43
3.51
0
3.94 EE90
B-C
687/115
2001135
Noe
0-5
BermudarSmallgrain
0.5
1
7
0.39
2.83
0
3.22 E180
B-C
685
180
Noe
0-5
BemmudarSmallgrain
0.5
1
R5251
8
0.43
2.46
0
2.89 EE90
B-C
535
200
Noe
45
BemmudarSmallgrain
0.5
1
9
0.43
2.32
0
2.75 EE90
B-C
510
198
Noe
0.5
Bennuda/Smallgrain
0.5
1
10
0.4
3.08
0
3.48 NE65
B-C
675
198.5
Noe
0.5
Corn,Wheat,S.5
11
2.16
0
2.56 NE65
B-C
475
198.5
Noe
0-5
Com,Wheat,Soybean
0.5
1
1 see attached map.
2 Total field acreage minus required buffer areas.
3 Refer to N.C. Irrigation guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crap used.
Wettable Acre Computational Worksheet Completed by: I Billy Houston Date 11./22./02

ERIR—C�F,JNIF9 �uuu
Se��errrber 1912066
lWp S � i ve- r
bo-4c - Quath Rl;ork(
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/Uo�,ee o� I/i o/a�ioiJ
.leave. (Hie.
I/lR. �aT�t,S UrSr72d ivJ/-taRmonl Qu9 � a�oo,
A, ��S ar�vc�(' my svr�z/l ,Ca9a�n1 cv�ice.� rs �a9oa�/�L
Was OJ 8,r my large �ayoonl u.as a:, aD'16010�. rwJasa Yz�
Q-FoVer/c� O %Z4ta1 iNr f�e Pi'e✓ioO Ztw ks. G c/a� No f /�np
QNy 'fhR ✓ho�f�. oT /�pt2 c�5+Ars ;S 4Ae rrro�O-P—--Q-f-/
AOd✓e5+ '¢ jea I J �^AP IoNn77A/� J , �e�QNe� D,Ut 7�+�5rr /NCo a�5 G2d�e��l•
4 r^ Na/ A,S AljuLe6�-bOAJSj er �C 'aid4r
4b talt- layro� toOOUrr,vC ��ue/s w,��DJ c�mPIr4UCe
ere �s >Jo{ c� (ex- lP inr svragoonl� f�erefore
-}ro-Ns r back -to
(e,,�el reAcl�es --V�..(1 /tea (��ri`�' / /e� m� -Fa he%eJ/e 1
l-q 000- rnR. ��i5 nl /��S CoNVerSaTiolV r j-kt- Co,✓7ac7-
11 u d o v 4rGn15- -red re wcv id n/° Tu r� /%e r�
rf Sc;d wAeru wa
b or �le"li-ter.
,ten reue% ,�dam-e 3Za )33,
i Yl
"e 1 y d cr,N vKvNT�T �uN�
h l'l,vc�lyK P ' 4D we c.l. o move
a 9 P nJ /N�
�t slew l/
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C3
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rtu
m
ry
C3
C3
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C3
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U.S. Postal Service
'CtRTIFIEDNAILaRECEIPT
(Domestic Mail Only; No Insurance Coverage Provided)
Article Senl To:
� ��o ;�W]
Postage
CerunedFee
Receipt RRrF
Return eFeeHere�s
(End Return ired)
Restrlttad Delivery Fee
(Endoreemant Required)
Total Postage A Fen
$ .33
�;UAi;f
Postma
(/
! r
C S if
'
(
Na/nq/Ines tClearly)
lmpled Y mr --� e
B--- ----Y------ I --------I---------------------
-- 4
smte,zSs�lf
ra iwr- i AfG
SENDER:COMPLETE
■ Complete Items 1, 2, and 3. Also complete
A. Received by (Pfease Print Cleary) I B.,,
Date of Delivery
item 4 if Restricted Delivery is desired.
G .� I cJ e
_ — 60
■ Print your name and address on the reverse
C. Signature
,
so that we can return the card to you.
❑ Agent
■ Attach this card to the back of the mailpiece,
-
❑ Addressee
or on the front if space permits.
D. Is livery atldress different m m ite14
If YES, enter delivery address below:
❑ Yes
❑ No
1. Article Addressed to:
IYIr. �v9�aPi G{/kaley
�uyy�xe-rr/kal� i�r.,i
3156 7ar�s� ,5�. e jeW
O
tJ(4 ✓, �/ C, I(%C �S �O
3. Service Type
01artified Mail ❑ Express Mail
❑ Registered ❑ Return Receipt for Merchandise
❑ Insured Mail ❑ C.O.D.
4. Restricted Delivery? (Extra Feel
❑ yes
2. Article Number (Copy from service Isbel)
II PS Form 3811, July 1999 Domestic Return Receipt
10259&99-M-17e9

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
September 5, 2000
CERTIFIED MAIL # 7000 0600 0023 4230 1343
RETURN RECEIPT REQUESTED
Mr. Eugene Whaley
Eugene Whaley Farm
366 Jackson Store Road
Beulaville, NC 28518
Subject: Notice of Violation
Eugene Whaley Farm
Facility Number: 31-189
Duplin County
Dear Mr. Whaley:
4
NCDENR
NORTH CA OUNA DEPARTMENT OF
ENVIRONMENT AND N/SU RESOURCES
This is to notify Mr. Eugene Whaley, who holds Certificate of Coverage AWS310189
under Swine Waste General Permit AWG100000 issued pursuant to North Carolina General
Statute 143-215.1, of a violation of the General Permit.
On August 8, 2000, Mr. Stonewall Mathis of the Wilmington Regional Office of the
Division of Water Quality inspected your animal operation and the animal waste management
system serving this operation. During the inspection, Mr. Mathis observed that the freeboard in
one of your lagoons was eighteen (18) inches. This is a violation of Part V. General Conditions,
Section 3 of the General Permit which requires that at a minimum, the maximum waste level for
lagoons 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 (at least 19 inches for your facility).
Please submit a Plan of Action which addresses the noted violation. The Plan of Action
should include:
1) A list of any and all actions taken to correct the noted violation.
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

�4
V: R ,
t
Mr. Eugene Whaley
September 5, 2000
Page Two
2) A list of any and all modifications that have been and will be implemented to prevent
future violations along with a timetable for completion of the modifications.
The written Plan of Action must be submitted to this office within ten days of receipt of this
notice.
Be advised that the Division of Water Quality may take further action in this matter
including assessment of civil penalties, injunctive relief, and permit revocation.
If you have any questions concerning this matter, please do not hesitate to call Mr.
Stonewall Mathis at 910-395-3900 ext. 203.
Sincerely,
Rick Shiver
Water Quality Regional Supervisor �1
cc: Billy Houston, Duplin County Soil and Water Conservation
Ronnie Kennedy, Duplin County Health Department
Howard Hobson, Carroll's Foods, Inc.
Central Files
Wilmington Files
S:\WQS\ANIMALS\DUPLIN\2000\31-189nov

Revised April 20, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number Operation is flagged fora wettable
Farm Name:_ Eu C I_3r w,Sagc� acre determination due to failure of
On -Site Representative: £LACE,-logPart H eligibility item(s) F1 F2 F3 F4
Inspector/Reviewer's Name:.'T NoljT � Operation not required to secure WA
determination at this time bad on
Date of site visit: ;; 9--P exemption E1 E2 E3 44/
Date of most recent WUP: 4/1 S3 Operation pended for wettable acre
6s� - a determination based on P1 P2 P3
Annual farm PAN deficit: z- �K poun s%�
Irrigation System(s) - circle #: 1. hard -hose traveler; 2. center -pivot system; 3. linear -move system;
4. stationary sprinkler system w/permanent pipe; 5. stationary sprinkler system w/portable pipe;
6. stationary gun system w/permanent pipe; 7. stationary gun system w/portable pipe
PART I. WA Determination Exemptions (Eligibility failure, Part II, overrides Part I exemption.)
El- Adequate irrigation design, including map depicting wettable acres, is complete
and signed by an I or PE.
E2 Adequate D, and D2/D3 irrigation operating parameter sheets, including map
depicting wettable acres, is complete and signed 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 III. (NOTE: 75 % exemption cannot be
applied to farms that fail the eligibility checklist in Part II. Complete eligibility
checklist, Part II - F1 F2 F3, before completing computational table in Part III).
PART II. 75% Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required because operation fails -one of the.eligibility
requirements listed below:
F1 Lack of acreage which resulted in overapplication of wastewater (PAN) on spray
field(s) according to farm's last two years of irrigationTecords.:.
F2 Unclear, illegible, or lack of information/map.
F3 Obvious field limitations (numerous ditches; failure to.deduct required
buffer/setback acreage; or25% of total acreage.identified.in CAWMP includes
small, irregularly shaped fields - fields less than 5.acres fortravelers-or less than
2 acres for stationary sprinklers).
F4 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 III.

Revised April 20, 1999
Facility Number 3- /B?
Part III. Field by Field Determination of 75% Exemption Rule for WA Determination
TRACT
NUMBER
FIELD
NUMBER''2
TYPE of
IRRIGATION
TOTAL
ACRES
CAWMP
ACRES .
FIELD
COMMENTS'
ySYSTEM
S-'a IF
c,¢ S-r�,
Z
�•i"-a
,I
I 3 � !
•� • S-
0
SZS2
I /
5• S
�— w s_e
t z
I6•03
s
FIELD NUMBER' - hydrant, pull, zone, or point numbers may be used in place of field numbers depending on CAWMP
and type of irrieation system. If pulls, etc. cross more than one field, inspector/reviewer will have to combine fields to
calculate 75% field by field determination for exemption; otherwise operation will be subject to WA determination.
FIELD NUMBER'- must be clearly delineated on map.
COMMENTS'- back-up fields with CAWMP acreage exceeding 75%. of its total acres and having received less than 50%
of its annual PAN as documented in the-farm's previous two years' (1997 & 1998) of irrigation records, icannot serve as the
sole basis for requiring a WA Determination_ Back-up fields must be noted in the comment section and must be accessible
by irrigation system.
Part IV. Pending WA Determinations
P1 Plan lacks following information:
P2 Plan revision may satisfy 75% rule.based on adequate overall PAN deficit and by
adjusting all field acreage to below 75% use rate
_ P3 Other (ie/in process of installing new irrigation system):,

State of North Carolina IT
Department of Environment,
Health and Natural Resources • •
Division of Water Quality
James B. Hunt, Jr., Governor A
Jonathan B. Howes, Secretary ID F H N F1
A. Preston Howard, Jr., P.E., Director
April 9, 1997
CERTIFIED MAIL
IRDVtil;V1111119019011y1111111 711111115.y1-1111 117
Eugene Whaley
Eugene Whaley Farm
366 Jackson Store Rd
Beulaville NC 28518
Farm Numbers D 897
Dear Eugene Whaley:
You are hereby notified that Eugene Whaley Farm, in accordance with G.S. 143-215.10C, must
apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your
farm has thirty (30) days to submit the attached application and all supporting documentation. In
accordance with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section
19(c)(2), any owner or operator who fails to submit an application by the date specified
by the Department SHALL NOT OPERATE the animal waste system after the specified
date. Your application must be returned within thirty (30) days of receipt of this letter. Failure to submit
the application as required may also subject your facility to a civil penalty and other enforcement actions
for each day the facility is operated following the due date of the application.
The attached application has been partially completed using information listed in your Animal
Waste Management Plan Certification Form. If any of the general or operation information listed is
incorrect please make corrections as noted on the application before returning the application package. The
signed original application, one copy of the signed application, two copies of a general location map, and
two copies of the Certified Animal Waste Management Plan must be returned to complete the application
package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Permits and Engineering Unit
Post Office Box 29535
Raleigh, NC 27626-0535
If you have any question concerning this letter, please call Mike Lewandowski at [phone]
extension 362 or Dave Holsinger with the Wilmington Regional Office at [phone]
Sinnv�ce�rej/ly,�/� .
fu- 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]
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r..
REGISTRATION FORM FOR ANIMAL FEEDLOT OPERATIONiS,
Department of Environment, Health and Natural Resources /0,�
Division of Environmental Management '
Water Quality Section
If the animal waste management system for your feedlot opera `Cn is
designed to serve more than or equal to 100 head of cattle, 75
horses, 250.swine, 1,000 sheep, or 30,000 birds that are served by
a liqui:d'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 Address
County
Owner(s) Name:
Manager(s) Nan
Lessee Name:
Farm Location (Be as specif
milepost, etc;) :.✓�z�be �o
Latitude/Longitude if known:
c as possible: road
road
�P
ction, _�
Design capacity of animal waste [q�nagement system (Number and type
of confined animal(s)): �Sa
Average anima?.
raised) :
ition on the farm —(Number and type of animal (s)
200
Year Production Began: l9 el-3 ASCS Tract No.:
Type of Waste Management System Used: AV��
Acres Available for.Land OApplication of Waste: �o�•�k
Owner(s) Signature (s)C7 DATE•�2'3'S3
-- - - DATE: ----
31-�tq

- - State of North Carolina
- Department of Environment,
Health and Naturar Resources
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
March 23, 1994
Eugene Whaley
366 Jackson Store Road
Beulaville NC 28518
Dear Mr. Whaley:
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 (copy enclosed) 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,
/ -n -/Steve Tedder, Chief
enc: _ - , Water Quality Section
P.O. Box 29535, Rdeigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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ANIMAL WASTE MANAGEMENT PLAN CERTIFICATION FOR NEW OR EXPANDED FEEDLOTS
Please return the completed form to the Division of Environmental Management at the address on the revs
of this form.
Name of farm (Please print): E t.gj< ,�9 Wha � ej L
Address: 344 3a J
Be�la�'lle� Nc ax-,.-ie Phone No:
County: i n
Farm location: Latitude and Longitude•. ,£i .2 tl 2'.tiE f (required). Also, please attach a copy of corY tty ' d
map with location identified.
Type of operation (swine, layer, dairy, etc.) : Sy, . A e
Design capacity (number.of animals):. 5'ka Na,- t •, Aszs oolot �A KECQVEn
Average size of operation (12 month population avg.): 44c0 -
Average acreage needed for land application of waste (acres) 3SS
Technical Specialist Certification E5$MENT U1WT
As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to
the 15A NCAC 6F .0005, I certify that the new or expanded animal waste management system as installed for the
farm named above has an animal waste management plan that meets the design, construction, operation and
maintenance standards and specifications of the Division of Environmental Management and the USDA -Soil
Conservation Service and/or the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC
2H.0217 and 15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum criteria have
been verified by me or other designated technical specialists and are included in the plan as applicable: minimum
separations (buffers); liners or equivalent for lagoons or waste storage ponds; waste storage capacity; access or
ownership or proper waste application equipment; schedule for timing of applications; application rates; loading
rates; and the control of the discharge of pollutants from stormwater runoff events less severe than the 25-year,
24-hour storm.
Name of Technical Specialist (Please Print): MICHAEL E. SUGG
Affiliation: USDA, NAT. RES. CONS. SERV.
enc PO BOX 277 KENANSVILLE NC
Address (Agency): y)' TELEPHONE [phone]
Owner/Manager Agreement
I (we) understand the operation and maintenance procedures established in the approved animal waste management
plan for the farm named above and will implement these procedures. I (we) know that any additional 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 Environmental Management 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 either through a man-made conveyance or through runoff from a storm event less severe than
the 25-year, 24-hour storm. The approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Name of Lanai Owner (Please
Name of Manaler,if different fron0owner (Please
Signature: care:
Note: A change in land ownership requires notification or a new certification (if the approved plan is changed)
to be submitted to the Division of Environmental Management within 60 days of a title transfer.
�Cr� DEM USE ONLY:ACNEW#.,

Stale of North Carolina
Department of Environment,
Health and Natural Resources 4 to 7
Division of Environmental Management
James B. Hunt, Jr., Governor
Jonathan ^-,
Jonathan B. Howes, Secretary � H, Ne
A. Preston Howard, Jr., P.E., Director
ADDENDUM
CONDITIONS AND/OR EXCEPTIONS TO CERTIFICATION
Name of Farm:— . e WAn
Address: 366 3 Vrm S+orc Rol in !nv')lo�Nf J�TlY
Name of Land Owner (print): v
Signature (Land Owner): )? 11`J E(t4 - q, h -n --
Name of Technical Specialist Certifying (print): M l rti ad C. T-a 9T
Signature (Technical Specialist): �!/44'j Date: /Z�Tr,
All statements below that are initialled by a technical specialist apply to the anached certification:
The irrigation system has not been installed or evaluated concerning nozzle size, spray pattern,
spacing, pipe size, etc. It is the responsibility of the producer to obtain and.operate the
system with the proper components and to supply the required maintenance to assure that no
runoff of pollutants occurs during operation and that the waste is applied at the approved rates.
By i (month/day/year) the producer should have an irrigation specialist, possibly
the dealer where the system was purchased,.prepare an operation and maintenance plan for
the irrigation system so that the producer knows how to operate the equipment to meet the
non -discharge requirements.
_ The waste management plan for this operation is based on yields higher than what is now
recommended by NRCS: however, these yields are obtainable under high levels of
management and the farmer has supporting documentation to justify higher nitrogen
application razes-
X All of the Dermanem vegetation required by the waste management plan his not beer
established as of the date of this certification. The producer agrees to establish the
vegetation by tl? z6L' (month/day/year), and to provide a temporary small grain crop in
case some pumping is required prior to the establishment of the permanent vegetation.
The landowner is responsible for notifying DEM in writing that the stated work that has a compliance
daze has been completed. This notification must be received by DEM within 15 days of the
compliance date(s) listed above. Please send verification of the properly completed work to: DEM
Planning Branch, P.O. Box 29535, Raleigh, N.C. 27626.
cenaddn-doc
revised: 6-15-95
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
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..frvy; 1 11,101 Til LCI U111 lu
�/epartrnent of Environment,
Hiealt7 and Natural Resources
Division of Environmental Mcnagement
Jcmes B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard. Jr., P.E., Director
CERTIFTC?TION FOR NEW OR EXPANDED ANIMAL FEEDLOTS
INSTRUCTIONS FOR Cr2T-TFICATION OF APPROVED ANIMAL WASTE MANAGEMENT PLANS FOR
NEW OR EXPANDED ANIMAL WASTE tANAGEMENT SYSTEMS SERVING FEEDLOTS
In order to be deemed permitted by the Division of EnviYonmental Management
(DE-), the owner of any new or expanded animal waste management system
constructed after January 1, 1994 which is designed to serve greater than or
equal to the animal populations listed below is required to submit a signed
certification form to DEm before the new animals are stocked on the farm.
Pasture operations are exempt from the requirement to be certified.
100 head of cattle _
75 horses
250 swine
1,000 sheep
30,000 bide with a liquid waste aystem
The certification must be signed by the owner of the feedlot (and manager if
different from the owner) and by any technical specialist designated by the Soil
and Water Conservation Commission pursuant to 1SA NCAC 6F .0001-.000S. A
technical specialist must verify by an on -site inspection that all applicable
design• and construction standards and specifications are met as installed and
that all applicable operation and maintenance standards and specifications can
be met.
Although the actual number oflanimals at the !facility may vary from time to time,
the design capacity of the waste handling system should be used to determine if
a farm is subject to the certification requirement. For example, if the waste
system for a feedlot is designed to handle 300 hogs but the average population
will be 200 hogs, then the waste management system requires a certification.
This certification is required by regulations governing animal waste management
systems adopted by the Environmental Management Commission (EMC) on December 10,
1992 (Title 1SA NC:.0 2H .0217).
/+pRmT7TC /�TQIj VC),
On the reverse side ofthispage is the certification form which must be
submitted to DEM before new animals are stocked on the farm. Assistance in
completing the form can be obtained from one of the local agricultural agencies
such as the soil and water conservation district, the USDA -Soil Conservation
Service, or the N.C. Cooperative Extension Service. The form should be sent to:
"Deoartnent of Environment, Eealth and Natural Resources
Division of Environmental Management
Water Quality Section, Planning Branch
P.O. Box 29535
+Raleigh, N.C. 27626-0535
;Phone: [phone]
-•s
Form ID: ACNE--0194
���C�i^
Steve W. Tedder, Chief
Water Quality Section
Date:
P.O. Box 29535. Rcleigh. Norh Ccrokno.27626-G6_15 Telephone [phone] FAX [phone]
An Ecud Orcor.�ry Affrmciive AcSon Emplcyer 50-_1ecyded/ 10%Post­cot xt ner pcper