310086_HISTORICAL_20171231

�V
NORTH CAROLINA
Department of Environmental Quai

r
• n
Powell, David C
From:
Powell, David C
Sent:
Monday, February 06, 2017 3:01 PM
To:
'[e-mail]'
Subject:
FW: 31-86 IRR's
Attachments:
31-86-2.xlsx; 31-86-1.xlsx; Copy of Copy of Combined_irrigation_record_form_aRR-1
_IRR-2)-08-03-2012 (002).xlsx
Hello,
Sam Edwards and myself have reentered your irrigation data for your Bermuda events into his excel spreadsheet to
check the math on these events. We have attached a copy for your records. The irregular shapes of these fields make it
difficult for figuring actual PAN applied to each field. Hopefully with the entire field for this pivot being changed over to
Bermuda it will fix this issue. The IRR2's show a surplus of PAN for 2016 Bermuda. I rechecked the math on the events
provided during inspection for 2016 Soybeans and there was also a surplus of PAN. Thanks for assisting by providing
copies of your WUP and IRR2's during inspection. i have also attached a blank excel IRR2 with the correct formulas
installed. This may help with your records. Please ensure your Bermuda crop is planted well to ensure somewhere to
pump this summer, I am sure you know this but wanted to mention, and if I or Sam can assist you please contact us via
email or phone. You can always ask for an Operation Review to work out any problems. Thanks.
Thanks
David Powell, Environmental Specialist
North Carolina Department of Environmental Quality
Division of Water Resources
Water Quality Regional Operations Section
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
Water Resources
cif WRO"EhFAL cwuirr
Tel. [phone]
Fax [phone]
For any emergency which requires immediate reporting after normal business hours, contact 1-800-858-0368.
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Law and
may be disclosed to third parties.
From: Edwards, Sam
Sent: Monday, February 06, 2017 11:41 AM
To: Powell, David C <[e-mail]>
Subject: 31-86 IRR's
They are attached.
Sam Edwards
Environmental Specialist
NCDA&CS/Division of Soil and Water

1.$
(h0) 796-7399
[phone] Cell
E-mail correspondence to and from this address may be subject to the North Carolina Public Records Low and may be
disclosed to third parties.

FORM IRR-2
Field Size (wetted acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
7_one # pivot 6
13.54
ABS Family Farms Inc
1587 S NC 50 Magnolia
910-290-1026
Facility Number
Irrigation Operator Gray Sheffield
Irrigation Operators 1587 S NC 50 Magnolia
Address
Operator's Phone # [phone]
From Waste Utilization Plan
Crop Type soybeans Recommended PAN 120
Loading (Iblacre)
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
HE
Lagoon
ID
Date
(mm/dd/yr)
Irrigation
Waste Analysis
PAN'
(Ib11000 gal)
PAN Applied
(lb/acre)
(8) x (9)
1000
Nitrogen
Balance-
(Iblacre)
Weather
Code
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
# of
Sprinklers
Operating
Flow
Rate
(gal/min)
'otaiVolumi
(gallons)
6) x (5) x (4
Volume
per Acre
(gaklacre)
(7)1(A)
120
1
5/16/2016
11:00 AM
12:45 PM
105
1
500
52500
3877
0.9
3.49
116.51
c
gs
1
5/25/2016
1:00 PM
2:50 PM
110
1
500
55000
4062
0.9
3.66
112.85
pc
ds
1
5/26/2016
2:00 PM
3:50 PM
110
1
500
55000
4062
0.9
3.66
109.20
pc
ds
1
5/27/2016
5:40 PM
7:30 PM
110
1
500
55000
4062
0.9
3.66
105.54
c
ds
1
6/1412016
1:45 PM
3:30 PM
105
1
500
52500
3877
0,9
3.49
102.05
pc
gs
1
6/1512016
5:30 PM
7:15 PM
105
1
500
52500
3877
0.9 1
3.49
98.56
c
gs
1
6/17/2016
5:30 PM
715 PM
105
1
500
52500
3877
0.9
7.37
67.38
c
gs
1
6/18/2016
4:00 PM
5:45 PM
105
1
500
52500
3877
0.9
7.37
60.01
cl
gs
1
6/20/2016
2:45 PM
4:30 PM
105
1
500
52500
3877
0.9
7,37
52.64
c
s
1
6/22/2016
3:45 PM
5:30 PM
105
1
500
52500
3877
0.9
7.37
45.27
cl
gs
1
6/23/2016
11:00 AM
112:45 PM
105
1
500
5250D
3877
0.9
3.49
41.78
c
gs
1
1 7/20/2016
12:00 PM
1 1:45 PM
1 105
1
500
1 52500
3877
0.9
3.49
38.29
c
gs
Crop Cycle Totals 4 1 637500
[ 57.90 1
Owner's Signature Operator's Signat
Certified Operator (Print) Operatoras Certification
NCDA Waste Anaylsis or Equivalent. At a minimum, waste analysis is required within 60 days of land application events,
"Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.
""Enter nutrient source (ie. Lagoon/Storage Pond ID, commerical fertilizer, dry litter, etc.)
12/20/2006

FORM IRR-2
Field Size (wetted acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Zone # I pivot 6
13.54
ABS Family Farms Inc
1587 S NC50 Magnolia
910.290.1026
Facility Number 31 88
Irrigation Operator Gray Sheffield
Irrigation Operator's 1687 S NC 50 Magnolia
Add ress
Operator's Phone# [phone]
From Waste Utilization Plan
Crop Type soybeans = Recommended PAN 38.29
Loading (Iblacre)
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
HE
Lagoon
ID
pate
(mmlddlyr)
Irrigation
Waste Analysis
PAN'
(lb11000 gal)
PAN Applied
(lb/acre)
(8)x(9)
1000
Nitrogen
Balance"
(Iblacre)
Weather
Code
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
# of
Sprinklers
Operating
Flow
Rate
(gaUmin)
otal Volum
(gallons)
6) x (5) x (4
Volume
per Acre
(gal/acre)
(7)1(A)
38.29
1
7/21/2016
5:15 PM
7:00 PM
105
1
500
52500
3877
0.9
3.49
34.80
c
gs
1
8/18/2016
2:45 PM
4:15 PM
90
1
500
45000
3323
0.9
2.99
31.81
1
8/2212016
4:00 PM
5:30 PM
90
1
500
45000
3323
0.9
2.99
28.82
Crop Cycle Totals = 1 142500
1 9.47 f
Owner's Signature Operator's Signat
Certified Operator (Print) Operator's Certification
" NCDA Waste Anaylsis or Equivalent. At a minimum, waste analysis is required within 60 days of land application events.
Enter the value received by subtracting column (10) from (8). Continue subtracting column (10) from column (11) following each irrigation event.
""Enter nutrient source (ie. Lagoon/Storage Pond ID, commerical fertilizer, dry litter, etc.)
1212012006

FORM IRR-2
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Zone # I Pivot 2
Field Size (wetted acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Irrigation Operator
Irrigation Operator's
Address
Operator's Phone #
Facility Number
From Waste Utilization Plan
Crop Type Bermuda Recommended PAN 202
Loading (lb/acre)
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11}
Lagoon
ID
Date
(mm/dd/yr)
Irrigation
Waste Analysis
PAN*
(lb11000 gal)
PAN Applied
(lb/acre)
(8) x (9)
1000
Nitrogen
Balance"
(lb/acre)
Weather
Code
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
# of
Sprinklers
Operating
Flow
Rate
(gal/min)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
per Acre
(gal/acre)
(7)1(A)
202
1
5/16/2016
11:00 AM
12:30 PM
90
1
500
45000
13889
0.9
12.50
189.50
c
gs
1
5/25/2016
11:30 AM
1:00 PM
90
1
500
45000
13889
0.9
12.50
177.00
PC
ds
1
5/26/2016
3:50 PM
5:20 PM
90
1
500
45000
13889
0.9
12.50
164.50
PC
ds
1
5/27/2016
4:10 PM
6:00 PM
110
1
500
55000
16975
0.9
15.28
149.22
C
ds
1
6/14/2016
1:45 PM
3:30 PM
105
1
500
52500
16204
0.9
14.58
134.64
PC
gs
1
6/15/2016
5:30 PM
7:00 PM
90
1
500
45000
13889
0.9
12.50
122.14
c
s
1
6/17/2016
5:30 PM
7:00 PM
90
1
500
45000
13889
0.9
12.50
109.64
c
gs
1
6/18/2016
4:00 PM
5:15 PM
75
1
500
37500
11574
0.9
10.42
99.22
cl
gs
1
6/20/2016
2:45 PM
4:15 PM
90
1
500
45000
13889
0.9
12.50
86.72
cl
s
1
6/22/2016
3:45 PM
5:15 PM
90
1
500
45000
13889
0.9
_ 12.50
74.22
c
gs
1
6/23/2016
11:00 AM
12:30 PM
90
1
500
45000
13889
0.9
12.50
61.72
c
gs
1
7/20/2016
12:00 PM
1:30 PM
90
1
500
45000
13889
0.9
12.50
49.22
c
s
1
7/21/2016
5:15 PM
6:45 PM
90
1
500
45000
13889
0.9
12.50
36.72
c
s
1
8/18/2016
2:45 PM
4:15 PM
90
1
500
45000
13889
0.9
12.50
24.22
c
s
Crop Cycle Totals = 640000 177.78
Owner's Signature Operator's Signature
Certified Operator (Print) Operator's Certification No.
* NCDA Waste Anaylsis or Equivalent. At a minimum, waste analysis is required within 60 days of land application events.
"Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.
***Enter nutrient source (ie. Lagoon/Storage Pond ID, commerical fertilizer, dry litter, etc.) Combined IRR112 Form - 8/3/2012

K
FORM IRR-2
Field Size (wetted acres) =
- Farm Owr
Owner's Addre
Owner's Phone
er
ss
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Zone # Pivot 2
3.24
Irrigation Operator
Irrigation Operator's
Address
Operator's Phone #
Core-G
Facility Number
From Waste Utilization Plan
Crop Type Bermuda Recommended PAN 24.22
Loading (lb/acre)
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10) (11)
PAN*
.
(lb/acre)
1 ----Nitrogen
Balance"
(lb/acre)
WeatherTotal
Code
-
Minutes
Flow
Rate
Volume..
per Acre
Owner's Signature
crop L;ycie i otais = IL_ 4*UUU I
Operators Signature
i�1.ou I
Certified Operator (Print) Operators Certification No.
" NCDA Waste Anaylsis or Equivalent. At a minimum, waste analysis is required within 60 days of land application events.
"Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.
'Enter nutrient source (ie. Lagoon/Storage Pond ID, commerical fertilizer, dry litter, etc.) Combined IRR112 Form - 8/3/2012

FORM IRR-2
Field Size (wetted acres) = (A]
Farm Owner
Owners Address
Owner's Phone #
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
7nnw # nil vnt 9
3.24
ABS Family Farms Inc
1587 S NC 50 Magnolia
910-290-1026
Facility Number 31 8fi
Irrigation Operator Gray Sheffield
Irrigation Operator's 1587 S NC 50 Magnolia
Address
Operator's Phone # [phone]
From Waste Utilization Plan
Crop Type ber Recommended PAN 202.125
Loading (lb/acre)
(11 r21 r31 r41 r51 r61 f71 rat r91 r101
I'm
Lagoon
ID
Date
(mmlddlyr)
Irrigation
Waste Analysis
PAN'
(lb(1000 gal)
PAN Applied
(Iblacre)
(8)x(9}
1000
Nitrogen
Balance"
(Iblacre)
Weather
Code
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
# of
Sprinklers
Operating
Flow
Rate
(gallmin)
rotai. Volum
(gallons)
6) x (5) x (4
Volume
per Acre
(gal/acre)
(7)1(A)
202,125
1
5/1612016
11:00 AM
12:30 PM
90
1
500
45000
13889
0.9
12.50
189.63
c
gs
1
5/25=16
11:30 AM
1:00 PM
90
1
500
45000
13889
0.9
12.50
177.13
pc
ds
1
5/26/2016
3:50 PM
5:20 PM
90
1
500
45000
13889
0.9
12.50
164.63
pc
ds
1
5/27/2016
4:10 PM
6:00 PM
110
1
500
55000
16975
0.9
15.28
149,35
c
ds
1
6/14/2016
1:45 PM
3:30 PM
105
1
500
52500
16204
0.9
14.58
134,76
pc
gs
1
6/15/2016
5:30 PM
7:00 PM
90
1
500
45000
13889
0.9
12.50
122.26
c
gs
1
6/1712016
5:30 PM
7:00 PM
90
1
500
45000
13889
0.9
26.39
7.14
c
gs
1
6/18/2018
4:00 PM
5:15 PM
90
1
500
45000
13889
0.9
26.39
-19.25
C1
gs
1
6/20/2016
2:45 PM
4:15 PM
90
1
500
45000
13889
0.9
12.50
-45.64
c
gs
1
6/22/2016
3:45 AM
5:15 PM
1 90
1 1
1 500
45000
13889
0.9
1 12.50
-58.14
cl
1
6/2312016
11:00 AM
12:30 PM
90
1
500
45000
13889
0.9
12.50
-70.64
c1
LE]
7/20/2016
12:00 PM
1:30 PM
90
1
500
45000
138$9
0.9
12.50
-83.14
C
-E
torop k'ycre IOwls - f aarauu I
Owner's Signature Operator's Signal
Certified Operator (Print) Operators Certification
' NCDA Waste Anaylsis or Equivalent. At a minimum, waste analysis is required within 60 days of land application events.
"Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.
'Enter nutrient source (ie. Lagoon/Storage Pond ID, commerical fertilizer, dry litter, etc.)
12120/2006

FORM IRR-2
Field Size (wetted acres) = (A,1
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
7nna tt �v�e 9 l
3.24
ABS Family Farms Inc
1687 S NC 50 Magnolia
910-290-1026
Facility Number 31 86
Irrigation Operator Gray Sheffield
Irrigation Operator's 1587 S NC50 Magnolia
Address
Operator's Phone # [phone]
From Waste Utilization Plan
Crop Type bar Recommended PAN -83.14
!Loading (Iblacre)
f11 (21 (31 W (51 !61 f71 181 191 MM
HE
Lagoon
ID
Date
(mmlddlyr)
Irrigation
Waste Analysis
PAN'
(lb11000 gal)
PAN Applied
(Iblacre)
f81 x f9]
1000
Nitrogen
Balance`"
(Iblacre)
Weather
Code
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
# of
Sprinklers
Operating
Flow
Rate
(gallmin)
rotal Volumi
(gallons)
6) x (5) x (4
Volume
per Acre
(gallacre)
(7)1(A)
-83.14
1
7121/2016
5:15 PM
6:45 PM
90
1
500
45000
13889
0.9
12.50
-95.64
c
gs
1
8/18/2016
2:45 PM
4:15 PM
90
1
500
45000
13889
0.9
12.50
-108.14
1
812212016
4:00 PM
5:30 PM
90
1
500
45000
13889
0.9
12.50
-120.64
irop %'ycre r ours a I 1 Sauuu
Owner's Signature Operator's Slgnst
Certified Operator (Print) Operator's Certification
` NCDA Waste Anaylsis or Equivalent. At a minimum, waste analysis is required within 60 days of land application events.
" Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.
""Enter nutrient source (le. Lagoon/Storage Pond ID, commerical fertilizer, dry litter, etc.)
12/20/2006

FORM IRR-2
Field Size (wetted acres) = (A)
Fern Owner
Owner's Address
Owners Phone #
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Zone # F pivot 3
2.46
ABS Family Farms Inc
1587 S NC 50 Magnolia
910-290-1026
Facility Number 31 86
Irrigation Operator Gray Sheffleld
Irrigation Operator's 1587 S NC 50 Magnolia
Address
Operators Phone # [phone]
From Wasto UtfUzation Plan
Crop Type bar Recommended PAN 202.125
Loading (iblacre)
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
my,
Lagoon
ID
Date
(mmlddlyr)
Irdflation
Waste Analysis
PAN'
(Ib11000 gal)
PAN Applied
(lb/acre)
(8) x 191
1000
Nitrogen
Balance"
(Iblacre)
Weather
Code
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
# of
Sprinklers
Operating
Flow
Rate
(gaUrnin)
otal Volum
(gallons)
6) x (5) x (4
Volume
per Acre
(gal/acre)
(7) / (A)
202.125
1
5/27/2016
6:10 PM
7:00 PM
50
1
500
25000
10163
0.9
9.15
192.98
c
ds
1
6/1412016
3:15 PM
5:00 PM
105
1
500
52500
21341
0.9
19.21
173.77
PC
gs
1
6115/2010
7:15 PM
8:45 PM
90
1
500
45000
18293
0.9
16.46
157.31
c
gs
1
6117/2016
7:15 PM
8:45 PM
90
1
500
45000
18293
0.9
16.46
140.84
c
gs
1
6118/2016
515 PM
7:15 PM
120
1
500
60000
24390
0.9
21.95
118.89
cl
gs
1
6/20/2016
4:30 PM
6:00 PM
90
1
500
45000
18293
0.9
16.46
102.43
C
gs
1
6/22/2016
12:30 PM
2:30 PM
120
1
500
60000
24390
0.9
21.95
-54.68
C
gs
1
7/20/2016
1:30 PM
3:15 PM
105
1
500
52500
21341
0.9
19.21
-95,23
c
2S
1
7/21/2016
6:45 PM
8:30 PM
105
1
500
52500
21341
0.9
19.21
-135.78
c
gs
Crop Cycle Totals ¢ 1 437500
1 160.06
Owners Signature Operator's Signat
Certified Operator (Print) Operators Certification
` NCDA Waste Anaylsis or Equivalent. At a minimum, waste analysis is required within 60 days of land application events.
"Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.
'Enter nutrient source (le. Lagoon/Storage Pond ID, commerical fertilizer, dry litter, etc.)
12120/2006

FORM IRR-2
Field Size (wetted acres) = (A)
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Zone # pivot 5
1,27
ABS Family Farms Inc
1587 S NC 50 Magnolia
910.290-1026
Facility Number 31 BB
Irrigation Operator Gray Sheffield
Irrigation Operator's 1587 S NC 50 Magnolia
Address
Operator's Phone # [phone]
From Waste UtlIliation Plan
Crop Type corn Recommended PAN 102.5
Loading (lb/acre)
(1) (2) (3) 4) 5) (6) (7) 8 9) (10)
Aul
Lagoon
ID
Date
(mmlddlyr)
Irrigation
Waste Analysis
PAN'
(lb/1000 gal)
PAN Applied
(lb/acre)
(B)SO
1000
Nitrogen
Balance"
(lb/acre)
Weather
Code
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
# of
Sprinklers
Operating
Flow
Rate
(gallmin)
rotai Voium
(gallons)
6) x (5) x (4
Volume
per Acre
(gallacre)
(7)1 (A)
102.5
1
5/27/2016
6:00 PM
6:15 PM
15
1
500
7500
5906
0.9
5.31
76,32
c
ds
1
6/14/2016
3:15 PM
3:30 PM
15
1
500
7500
5906
0.9
5.31
71.01
pc
gs
1
6/15/2016
7:00 AM
7:15 PM
15
1
500
7500
5906
0.9
5,31
65.69
c
gs
1
6/17/2016
7:00 PM
7:15 PM
15
1
500
7500
5906
0.9
5.31
60.38
c
gs
1
6/18/2016
4:45 PM
5:00 PM
15
1
500
7500
5906
0.9
5.31
55.06
cl
gs
1
6/20/2016
4:15 PM
4:30 PM
15
1
500
7500
5906
0.9
5.31
20.22
c
gs
1/1/1900
6/22/2016
5:15 PM
5:30 PM
15
1
500
7500
5906
0.9
5.31
9.00
cl
gs
1
6/23/2016
12:30 PM
12:45 PM
15
1
500
7500
5906
0.9
11.22
-2.22
C
gs
1
7/20/2016
1:30 PM
1:45 PM
15
1
500
7500
5906
0.9
5.32
-7.54
1 c
gs
Crop Cycle Totals 61 7500 I
1 53.74 1
Owner's Signature Operator's Signal
Certified Operator (Print) Operators Certification I
NCDA Waste Anaylsis or Equivalent. At a minimum, waste analysis is required within 60 days of land application events.
*" Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.
"'Enter nutrient source (le. Lagoon/Storage Pond ID, commerical fertilizer, dry litter, etc.)
12/20/2006

FORM IRR-2
Field Size (wetted acres) = (A)
Farm Owner
Owner's Address
Owners Phone #
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Zone # plvot 4
10.54
ABS Family Farms Inc
1587 S NO 50 Magnolia
910-290-1026
Facility Number
Irrigation Operator G Sheffield
Irrigation Operators 1587 S NO 50 Magnolia
Address
Operator's Phone # [phone]
From Waste Utilization Plan
Crop Type Recommended PAN
com Loading (Iblecre) 102.5
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
lE
Lagoon
ID
Date
(mmlddlyr)
Irrigation
Waste Analysis
PAN"
(lb11000 gat)
PAN Applied
(iblacre)
(8)xM
1000
Nitrogen
Balance"
(Iblacre)
Weather
Code
Inspections
(Initials)
start
Time
End
Time
Total
Minutes
(3) - (2)
# of
Sprinklers
Operating
Flow
Rate
(gallmin)
rotai voium
(gallons)
6) x (5) x (4
Volume
per Acre
(gallacre)
(7)1(A)
102.5
1
5/27/2016
6:05 PM
7:30 PM
85
1
500
42500
4032
0.9
3.63
98.87
pc
ds
1
8/14/2016
3:30 PM
5:00 PM
90
1
500
45000
4269
0.9
3.84
95.03
pc
gs
1
6/15/2016
7:15 PM
8:45 PM
90
1
500
45000
4269
0.9
3.84
91.19
c
gs
1
6117/2016
7:15 PM
8:45 PM
90
1
500
45000'
4269
0.9
3.84
87.34
c
gs
1
8/18/2016
5:45 PM
7:15 PM
90
1
500
45000
4269
0.9
3.84
63.50
cl
gs
1
6/20/2016
4:30 PM
6:00 PM
90
1
500
45000
4269
0.9
3,84
79.66
c
gs
1
6/22/2016
5:15 PM
6:45 AM
90
1
500
45000
4269
0.9
3.84
46.17
cl
gs
1
6/23/2016
12:45 PM
2:45 PM
90
1
500
45000
4269
0.9
3.84
38.06
c
gs
1
7/20/2015
1:45 PM
3:15 PM
90
1
500
45000
4269
0.9
8.11
29.95
c
gs
1
712112o16
7:00 PM
8:30 PM
90
1
500
45000
4269
0.9
3.84
26.11
c
gs
Crop Cycle Totals a 1 447500
1 42.48
Owners Signature Operators Signet
Certified Operator (Print) Operators Certification
' NCDA Waste Anaylsis or Equivalent. At a minimum, waste analysis is required within 60 days of land application events.
**Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.
'Enter nutrient source (ie. Lagoon/Storage Pond ID, commerical fertilizer, dry litter, etc.)
12I2012006

FORM IRR-2
Field Size (wetted acres) = (A
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Zona # nlVot 1
17.14
ABS Family Farms Inc
1587 S NC 50 Magnolia
910-290.1026
Facility Number 31 86
Irrigation Operator Gray Sheffield
Irrigation Operator's 1587 S NC 50 Magnolia
Address
Operator's Phone # [phone]
From Waste Utilization Plan
Crop Type bar Recommended PAN 202.125
Loading (Iblacre)
(1) (21 (3) (4) (51 (fi) (71 f8) M1 (101
Lagoon
ID
mate
(mmlddlyr)
Irrigation
Waste Analysis
PAN"
(Ib11000 gal)
PAN Applied
(Iblacre)
f81x(9)
1000
Nitrogen
Balance-
(lb/acre)
Weather
Code
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
# of
Sprinklers
Operating
Flow
Rate
(gal/min)
rotalVolumi
(gallons)
6) x (5) x (4
Volume
per Acre
(gal/acre)
(7)1(A)
202.125
1
511612016
12:45 PM
1:45 PM
60
1
500
30000
1750
0.9
1.58
200.55
c
gs
1
5125/2016
10:30 AM
11:30 AM
60
1
500
30000
1750
0.9
1.58
198.97
PC
ds
1
5126/2016
5:20 PM
6:30 PM
70
1
500
35000
2042
0.9
1.84
197.14
pc
ds
1
5/27/2016
3:00 PM
4:10 PM
70
1
500
35000
2042
0.9
1.84
195.30
c
ds
1
6114/2016
12:00 PM
1:45 PM
105
1
500
52500
3063
0.9
2.76
192,54
pc
gs
1
6/14/2016
5:00 PM
6:00 PM
60
1
500
30000
1750
0.9
1.58
190.97
pc
gs
1
6/1512016
4:00 PM
5:30 PM
90
1
500
45000
2625
0.9
4.99
173.58
c
gs
1
6/15/2016
8:45 PM
10:00 PM
75
1
500
37500
2187
0.9
4.16
169.42
C
gs
1
6/17/2016
4:00 PM
5:30 PM
90
1
500
45000
2625
0.9
2.36
164,43
C
gs
1
6/1712016
8:45 PM
10:30 PM
105
1
500
52500
3063
0.9
5.82
1 158.61
c
I gs
1
6/18/2016
3:00 PM
4:00 PM
60
1
500
30000
1750
0.9
1.58
157.04
CI
gs
1
6/20/2016
1 1:00 PM
2:45 PM
105
1
500
52500
1 3063
0.9
2.76
154.28
c
gs
L'rop L:Ycla IOia16 9� 0UVU
I az.uz t
Owner's Signature Operator's Signat
Certified Operator (Print) Operator's Certification
` NCDA Waste Anaylsis or Equivalent. At a minimum, waste analysis is required within 60 days of land application events.
Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.
"'Enter nutrient source (la. Lagoon/Storage Pond ID, commerical fertilizer, dry litter, etc.)
12/20/2006

FORM IRR-2
Field Size (wetted acres) = (A)
Farm Owner
Owner's Address
Owners Phone#
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Zone # I pivot 1
17.14
ABS Family Farms Inc
1587 S NC 50 magnolia
910-290-1026
Facility Number 31 86
Irrigation Operator Gray Sheffield
Irrigation Operator's 1587 S NC 50 Magnolia
Address
Operators Phone # [phone]
From Waste Utilization Plan
Crop Type Recommended PAN
bar Loading (lb/acre) 154.28
(1) (2) (3) (4) (5) (6) (7) (8) (9) (10)
HE
Lagoon
ID
Date
(mmlddlyr)
irrigation
Waste Analysis
PAN`
(lb/1000 gal)
PAN Applied
(Iblacre)
(8)x(91
1000
Nitrogen
ealance--
(Iblacre)
Weather
Code
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
# of
Sprinklers
Operating
Flow
Rate
(gallmin)
otal Voium
(gallons)
6) x (5) x (4
Volume
per Acre
(gallacre)
(7) / (A)
154.28
1
6/22/2016
2:00 PM
3:45 PM
105
1
500
52500
3063
0,9
2.70
151.58
cl
gs
1
6122t2016
6:45 PM
7:30 PM
45
1
500
22500
1313
0.9
1.16
150.43
cl
gs
1
6/2312016
10:00 AM
11:00 AM
60
1
500
30000
1750
0.9
1.58
148.85
cl
gs
1
7/20/2016
10:30 AM
12:00 PM
90
1
500
45000
2625
0.9
2.31
146.54
cl
gs
1
7/20/2016
3:15 PM
4:30 PM
75
1
500
37500
2188
0.9
1.97
144.57
cl
gs
1
7121/2016
4:00 PM
5:15 PM
75
1
506
37500
2188
0.9
1.97
142.61
cl
gs
1
7/21/2016
8:30 PM
10:00 PM
90
1
500
45000
2625
0.9
4.99
119.54
cl
gs
1
7/22/2016
2:00 PM
3:30 PM
90
1
500
45000
2625
0.9
4.99
114.55
cl
gs
1
8/18/2016
1:00 PM
2:45 PM
105
1
500
52500
3063
0.9
2.76
108.73
d
gs
1
8/22/2016
5:30 PM
7:15 PM
105
1
500
52500
3063
0.9
2.76
105.97
C
gs
1
917/2016
2:00 PM
3.45 PM
105
1
500
52500
3063
0.9
2.76
103.22
d
gs
1
9/8/2016
3:00 PM
4:45 PM
105
1
500
52500
3063
0.9
2.76
100.46
cl
gs
Crop Cycle Totals a 1 525000
1 32,68 1
Owners Signature Operators Signat
Certified Operator (Print) Operators Certification
* NCDA Waste Aneylsis or Equivalent. At a minimum, waste analysis is required within 60 days of tend application events.
" Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.
*"*Enter nutrient source (ie. Lagoon/Storage Pond ID, commerical fertilizer, dry litter, etc.)
12/20/2006

FORM IRR-2
Field Size (wetted acres) = (All
Farm Owner
Owner's Address
Owner's Phone #
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Zone # nl� vot 1
17.14
ABS Family Farms Inc
1587 S NC 50 Magnolia
910-290-1026
Facility Number 31 86
Irrigation Operator Gray Sheffield
Irrigation Operator's 1587 S NC 50 Magnolia
Address
Operator's Phone # [phone]
From Waste Utilization Plan
Crop Type bar Recommended PAN 100.46
Loading (lb/acre)
f11 f2) (31 (41 (M M1 f71 (81 f9) 11n1
IMF
Lagoon
ID
Date
(mmlddlyr)
irrigation
Waste Analysis
PAN-
(lb11000 gal)
PAN Applied
(Iblacre)
le) x 191
1000
Nitrogen
Balance"-
(Iblacre)
Weather
Code
Inspections
(Initials)
Start
Time
End
Time
Total
Minutes
(3) - (2)
# of
Sprinklers
Operating
Flow
Rate
(gal/min)
rotal Volumi
(gallons)
6) x (5) x (4
Volume
per Acre
(gaUacre)
(7) / (A)
100.46
1
10/4/2016
2:00 PM
5:00 PM
180
1
500
90000
5251
0.9
4.73
95.73
1
10/17/2016
10:00 AM
1:00 PM
180
1
500
90000
5251
0.9
4.73
91.01
1
10/25/2016
1:00 PM
3:00 PM
120
1
500
60000
3501
0.9
3.15
87.86
1
10/26/2016
10:00 AM
12:30 PM
150
1
500
75000
4376
0.9
3.94
83.92
1
10/29/2016
2:00 PM
5:00 PM
180
1
500
90000
5251
0.9
4.73
79.19
t;rop r:ycle I omis = 4uI ouuv 1
Owner's Signature Operator's Signat
Certified Operator (Print) Operator's Certification
" NCDA Waste Anaylsis or Equivalent. At a minimum, waste analysis is required within 60 days of land application events.
«« Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.
""Enter nutrient source (ie. Lagoon/Storage Pond ID, commerical fertilizer, dry litter, etc.)
12/20/2006

f
r Murphy -Brown, LLC
Grower(s):
Farm Name:
6/13/2016 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
ASS Family Farms, Inc.
Dale Atkinson Farm; AWS310086
County: Du lin
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish 4760
Gilts
Boars
Storage Structure: Anaerobic
Storage Period:
Application Method:
>180 days
Irrigation
Lagoon
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 11

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. in some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flebble so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, ft', tons, etc.):
Capacq Type Waste Produced per Animal Total
Farrow to Wean
3203 gaVyr
gaVyr
Farrow to Feeder
3861 galtyr
gaVyr
Farrow to Finish
10478 galtyr
gauyr
Wean to Feeder
191 gal/yr
gaVyr
Wean to Finish
776 galtyr
gaVyr
4760
Feeder to Finish
927 gaVyr
4,412,520 gaW
Gilts
1015 gaVyr
gaVyr
Boars
2959 gal/yr
gallyr
Total 4,412,520 gaUyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacq T N' en Produced per Animal Total
Farrow to Wean
3.84 lbslyr
Ibslyr
Farrow to Feeder
6.95 lbstyr
Ibstyr
Farrow to Finish
18.86 lbslyr
Ibslyr
Wean to Feeder
0.34 lbs/yr
lbslyr
Wean to Finish
1.4 lbs/yr
lbs/yr
4760
Feeder to Finish
1.67 lbs/yr
7,949 Ibs/yr
Gilts
1.83 lbs/yr
lbs/yr
Boars
5.33 Ibstyr
lbs/yr
Total 7,949 Ibsi'yr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 85.818
Total N Required 1st Year: 21636.86
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 21,636.86
Total Nitrogen Produced by Farm: 7,949.20
Nitrogen Balance for Crops: (13,687.66)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of11

Reception Area Speciflcatlona
Tract Fleldl Irrigated Sol! let Crop Time to 1st Crop 1st Crop Lbs lAc Lbe R Total Ibs N
H d Acres e Type Code Auotv Yield Ibs NlUnit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbe N1Ac Lbs N Total Ibs N
Code Aoply Yield The N1Unit Residual lAc Utilized
Total
Lba N1Ac
Total the N
Utilized
T3976
F1-1
0,302
Autryville
B
Mar -Set
5.5
36.75
202.125
61.04175
K
Sept -Apr
1
1 50
50
15.1
252.125
76,14175
T3976
F1-2
0.604
Autryville
B
Mar -Set
5.5
36,75
202.125
122.0835
K
Sept -Apr
1
50
50
30.2
252.125
152,2835
T3976
F1-3
0.604
Autryvllle
B
Mar -Set
5.5
36.75
202.125
122,0835
K
Sept -Apr
1
50
50
30.2
252.125
152,2e35
T3976
F1-4
0,604
Aut vllle
B
Mar -Set
5.5
38.75
202.125
122.0835
K
Sept -Apr
1
50
50
30,2
252.125
152.2835
T3976
171-5
0.604
Autiyville
B
Mar -Set
5.5
36.75
202.125
122.0835
K
Sept -Apr
1
50
50
30.2
252.125
152.2835
T3976
F1-6
0.302
Autryville
B
Mar -Set
5.5
36.75
202,125
61,04175
K
Sept -Apr
1
50
50
15.1
252.125
76,14175
T3976
F1-7
0.56
Aut ilia
B
I Mar -Set
5.5
36.75
202.125
113.19
K
Sept -Apr
1 50
28
1 252.125
141.19
T3976
F1-8
0.55
Au ills
B
I Mar -Set
5.5
36.75
202.125
113.19
1 K
Sept -Apr
1 1
50
50
28
252.125
141,19
T3970
F1-9
0.28
Aut vllle
B
Mar -Set
5.5
36.75
202.125
58,595
K
Sept -Apr
1
50
50
14
252.125
1 70.595
T3976
F1-10
0.302
Aut villa
8
Mar -Sat
6.5
36.75
202.126
01.04176
K
Sept -Apr
1
50
50
15.1
252,125
76.14175
T3976
F1-11
0.604
Rut ills
B
Mar -Sat
5.5
36.75
202.125
122.0835
K
Se -A r
1
50
50
30.2
252.125
152.2835
T3976
F1-12
0.302
Autryvllle
B
Mar -Set
5.5
36.76
202.125
61.04175
K
Sept -Apr
1
50
50
15.1
252.125
76.14175
T3976
F2-1
2.25
Autryville
B
Mar -Set
5.5
36.75
202.126
454,7813
K
Sept -Apr
1
50
50
112.5
252.125
587.2813
T3976
F2-2
2,01
1 Autryville
B
Mar -Set
5.5
1 36.75
202.125
406.2713
K
Sept -Apr
1
50
50
100.5
252.126
506.7713
T3976
F2-7
2.03
1 Autryville
B
Mar -Set
5.5
1 36,75
202.125
410.3138
K
Sept -Apr
1
50
50
101.5
252,125
511,8138
T3976
F2-P1
48.19
Autryville
B
Mar -Set
5.5
36.75
202.125
9740.404
K
I Sept -Apr
1
50
50
2409.5
252,125
12149.9
T3976
Sub 1
2,17
Autryvift
B
Mar -Set
5.5
36.75
202.125
438,8113
K
Sa t-A r
1
50
60
108.5
252.125
1 547,1113
T3976
Sub 2
23.54
AutryviVe
B
Mar -Set
5.5
36.75
202.125
4758.023
K
Sept -Apr
1
50
50
1177
252.125
5935.023
Totals., 85.82 17345.00 4290.9 21036.88
3(a) of 11

Area
Yield
3(b) of 11
Total The

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields (i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized_ Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Description -Harvested As
A
Barley
Grain Crop
B
Grazed Hybrid Bermudagrass
Pasture/Grazed
C
Hybrid Bermudagrass Hay
Hay
B/C
Comb. Hybrid Bermudagrass
Graze/Hay Combination
D
Corn - Grain
Grain Crop
E
Com - Silage
Silage
F
Cotton
Cotton Lint
G
Grazed Fescue
Pasture/Grazed
H
Fescue Hay
Hay
I
Oats
Grain Crop
J
Rye
Grain Crop
K
Grazed Overseed
Pasture/Grazed (Seeded in Bermudagrass)
L
Overseed Hay
Hay (Seeded in Bermudagrass)
M
Grain Sorghum
Grain Crop
N
Wheat
Grain Crop
O
Soybean
Grain Crop
P
Pine Trees
Pine Trees
S
Small Grain
Grain Crop/ Hay (After Grain Crop)
CC
Cover Crop
Not Harvested; Bumed/Disked In
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4 of 11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN rlanimal Farm Totaltyr
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
o.07
Wean to Finish
0.27
4760 Feeder to Finish
0.34 1618.4
Gilts
0.39
Boars
0.55
The waste utilization plan must contain provisions for periodic land application of siudge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 1618.4 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 8092 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 26 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 64.736 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
T
Crop
inlhr
" inches
T3976
F1-1
Autryville
B
0.6
1
T3976
F1-2
Autryville
B
0.6
1
T3976
F1-3
Autryville
B
0.6
1
T3976
F14
Autryville
-B
0.6
1
T3976
F1-5
Autryville
B
0.6
1
T3976
F1-6
Autryville
B
0.6
1
T3976
F1-7
Autryville
B
0.6
1
T3976
F1-8
Autryville
B
0.6
1
T3976
F1-9
Autryville
B
0.6
1
T3976
F1-10
Autryville
B
0.6
1
T3976
F1-11
Autryville
B
0.6
1
T3976
F1-12
Autryville
B
0.6
1
T3976
F2-1
Autryville
B
0.6
1
T3976
F2-2
Aubyville
B
0.6
1
T3976
F2-7
Autryville
B
0.6
1
T3976
F2-PI
Autryville
B
0.6
1
T3976
Sub 1
Autryville
B
0.6
1
T3976
Sub 2
Autryville
B
0.6
1
6 of 11

Additional Comments:
This plan revised to reflect the addition of a center pivot, a crop change to all
bermuda and overseed, and to update the production and application rates to
the current rates as listed on the NCSU Nutrient Management website.
The subfields are optional.
NOTE: Field 2 is made up of the previous fields 2, AW1, AW2 and AW3.
Fields AW1, AW2 and AW3 are currently in row crops and are planned to be
converted to h bdd bermuda in 2017. These fields and crops may be
applied to according to the previous NUP throughout the current crop season.
A map showing the fields and acreages is included to aid in calculating
amounts applied to each crop.
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:
Owner:
Manager:
OwnertManager Agreement:
Dale Atkinson Farm; AWS310086
ABS Family Farms, Inc.
l/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. Ifwe know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
ltwe understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner: ABS Family Farms, Inc.
Signature:
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist:
M. Kevin Weston
Affiliation:
Smithfield Hog Production Division
Address:
2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone:
[phone]
Signature:
i
8of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of 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 Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
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 bitter strips are installed where runoff leaves the field
(See USDA, MRCS Field Office Technical Guide Standard 393 - Filter Strips).
5 Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
$ Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by
the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by 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.
10of11

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

ABS Family Farms, Inc.
Dale Atkinson Farm
AWS310086
SNIN 1s�40"
Pivot 1
37,48 Ac. w/o End Gun
45.19 Ac.
w/End Gun
End Gun Run Time-948
S eciflcatlons: Solid Sete
eteon 10 art circle Big Gum
w/1.812" Nozzle 0 50 PSI
100 GPM; 230' WD
5pecificatior s:_Pu Is
Irr trance Traveler
w/Neieon 150 Big Gun
w/1.08" Nozzle 0 80 PSI
182 GPM; 300' WD
Specifications: Pivot
Valley. Standard a
720.7Machine Length
102.7' End Gun Radius
0 51 PSI; 500 GPM
(379.3 GPM Machine + 120.7 GPM End Gun)
Total Field 2 - 78.02 Ac.
Wetted m 54.48 Ac.
Sub 2 — 23.54 Ac.
2
1
Hog
Houses
il
Lagoon
otfarte
2
H a
Acres
Solid Sets
2
0.804.
3
UU
4
0.504
5
0.804
e
0.302
7
0.580
8
0.560
9
0.260
10
0.302
11
0.604
12
0.302
Pulls 1
2.25
2
2.01
7
2.03
a��—
Pivot Pivot 1
48.19
Wetted Toto
Total Field 1 - 7.80 Ac.
(Solid Sete)
Wetted — 5.63 Ac.
Sub 1 2.17 Ac.

ABS Family Forms,
Inc.
Solid Seta
H a
1
Acres
�
5.302
Dale Atkinson Farm
3
0.6040Z�
0.1104
4
0.32
AWS310OW
5
6
0.604
0.302
ftft 711111111w
8
0.560
9
0.280
Total Field 2 33.21 Ac.
10
0.302
(Previously Pulls 1-8)
11
0.804
12
0.302
waterways
Total
7
Pulls
1
2.25
r
2
2.01
7
2.03
r
Total
r 2 1
Pivot
Pivot 1
48.19
Total Field AW3 18.20 Ac.
1
Wetted
lotol
11
10 Waterway
1
17.14 Ac Bermuda
7 8
C
�4
10.54 Ac. Corn
2.46 Ac,
Bermuda Hog
> 3
Houses
�
e a
Lagoon
Q ,J
3.24 Ac.-Bermuda
Total Field 1 0
(Solid Seta)
7.80 Ac.
1.27 Ac. Corn
5.71 As.
Soybean i 7.83 Ac. Soybeans
Wells
w OW attests
Total Field AW2 = 7.81 Ac.
,( Pc• 1
'10
y3.5
e
% 0 sr
Total Field AW1 18.80 Ac.
Y�
Y' 6 0 2919
�FSIGi4*'
V

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: ABS Family Farms, Inc. -Dale Atkinson Farm; AWS310086 County: Duplin
Address: 1587 S NC Hwy 50
Magnolia, NC 28453-8845 Date: 6/6/2016
Telephone: [phone]
Table 1 - Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slope % Crop(s) (In/hr) (inches) Comments
0-��Bermuda
Overseed
_

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" Traveler; Val* Standard Pivot 7000
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hvdrant No. (fUmin) (in/hr.) Width(ft.) Length(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments - Acres Der null

Sheet3
TABLE 3 - Solid Set Irrigation Gun Settings
Make
Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
Degree Diameter Along Between Rate Diameter Pressure Time
Set No. of Ober. (feet) Pipelines Pipelines (inlhr) (inches) at Gun(psi) at Hydrant(hr.) Comments -Acres Der zone
VIC

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler m
182
100
Operating Pressure at Pump (psi)
103.3
63.4
Design Precipitation Rate inlhr
0.31
0.49
Hose Length feet
854
XXXXXXXX
Type of Speed Compensation
Mechanical
xxxxx .XX
Pump Type PTO, Engine, Electric
Engine
Engine
Pump Power Requirement h
19.9
13.4
TABLE 5 - Thrust Block Specifications
6"
4"
211
THRUST BLOCK
THRUST BLOCK
THRUST BLOCK
LOCATION
AREA (sq. ft.
AREA (sq. ft.
AREA (sq. ft.
90 degree bend
8.8
4.3
1.1
Dead End
6.2
3.0
0.8
Tee
4.4
2.1
0.5
Gate Valve
6.2
3.0
0.8
45 degree bend
4.7
2.3
0.6
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Micah Kevin Weston, CID ��,� 0
Company: Smithfield Hog Production Division -7
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398 o .
Phone: (91 a) 293-3434
' U02914
Required Documentation �tSIGt`yE�
RINK►��R
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which Includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer,
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This design is for an addition of a center pivot a "wetted acreage" determination for an existing facility. The
acres were calculated based on the equipment specified and the charts created by NCSU for calcuiating Area
Allowances for Stationary Sprinkler Systems and Area Allowances for Hard Hose Traveler Systems. The
center pivot acres were computer calculated.
The design and installation of the pivot was done by Benchmark Buildings and Irrigation, Inc. The pivot
replaces pulls 3-6 & 6 and modifies pulls 2 & 7.
Refer to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of
system.

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter.
300 feet
Lane Spacings
Desired Spacing (%):
70 %
Design Spacing(feet):
210 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
220 feet
Actual Spacing (%):
73 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.31 in/hr
300 degree arc =
0.37 inthr 330 degree arc = 0.33 in/hr
220 degree arc =
0.50 in/hr
180 degree arc =
0.61 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches 360 degree arc = 2.66 ft/min
300 degree arc =
3.19 ftlmin 330 degree arc = 2.89 ft/min
220 degree arc =
4.25 filmin
180 degree arc =
5.31 ftlmin
Mainline Velocity
Velocity = .408 x Flowrate I pipe diameter squared feet/sec.**
"For buried pipelines, velocity should be below 5 feet per second
Pipe size:
6 inches
Velocity--
2.06 ftlsec.
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 7
Total distance: 1680 feet
Friction Loss is figured using HazenWilliam's Equation
Friction Loss= 0.24 feet/100 feet
Max. Mainline Loss = 4.1 feet or 1.8 psi
Total Dvnamic Head
Sprinkler Pressure:
60 psi
Loss through traveller.
30 psi
Elevation head:
4.3 psi
Mainline loss:
1.8 psi
Suction head and lift:
2.3 psi
5% fitting loss:
4.9 psi
TOTAL(TDH) =
103.3 psi or 238.6 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Berkeley B3JQBM
Pump Efficiency: 55 %
Horsepower Required: 19.9 Hp
Thrust Blocking
Thrust, Block Area = Thrust / Soil Bearing Strength
Thrust: 7460 feet
Soil Bearing Strength: 1200 feet
End Cap: 6.2 ft2
90 degree elbow: 8.8 ft2
Tee. 4.4 ft2
45 degree elbow: 4.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 103.3 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Page 2

Sheet7 (2)
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 100
Nozzle Size:
0.812 inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
100 gpm
Wetted Diameter:
230 feet * Reflects a 10% reduction from chart
Sprinkler Spacings
Desired Spacing (%): 60 %
Design Spacing(feet): 138 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 140 feet
Actual Spacing (%): 61 %
Application Rate
Application Rate = (96.3xFlowrate)Isprinkler spacing squared
Design App. Rate = 0.49 in/hr
Run Time per Set
Run time per set = Desired application I Design application rate = hours
Desired app. (in.) = 0.5 inches
Run time per set = 1.02 hours
Mainline Velocity
Velocity = .408 x Flowrate 1 pipe diameter squared feettsec.'*
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
# Sprinklers Oper.: 2
Velocity-- 2.27 fttsec.
Maximum Lateral Line Entrance Velocity
Pipe size: 2 inches 4 inches
# Sprinklers Oper.: 2
Velocity = 0.00 ftlsec. 5.10 ftlsec.
Page 1

Sheet? (2)
Maximum Mainline Friction Loss
Zone used: 1-6
Total distance: 750 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.29 feet/100 feet
Max. Mainline Loss = 2.2 feet or 0.9 psi
Maximum Lateral Line Loss
Lateral line friction loss is determined using the assumption that 3/4 of the Friction Loss
occurs in the first 1/3 of the lateral line
Total Lateral Length: feet
# sprinklers on Lat:
Frio Loss at 1 /3 lat. 0.00 feet
Max. Lateral Loss: 0.00 feet or 0.00 psi
Total Dvnamie Head
Sprinkler Pressure:
50 psi
Lateral Line Loss:
2.80 psi
Elevation head:
4.3 psi
Mainline loss:
0.9 psi
Suction head and lift:
2.3 psi
5% fitting loss:
3.0 psi
TOTAL(TDH) =
63.4 psi or
146.4 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet) / 3960 / Pump effeciency
Pump Description: Berkely B3JQBM
Pump Efficiency: 55 %
Horsepower Req'd: 13.4 Hp
700 feet
2
4.86
2.80 psi
Page 2

Sheet? (2)
Thrust Blocking
Thrust Block Area = Thrust 1 Soil Bearing Strength
6$'
4"
211
Thrust.
7460 feet
3630 feet
910 feet
Soil Bearing Strength:
1200 feet
1200 feet
1200 feet
End Cap:
6.2 ft2
3.0 ft2
0.8 ft2
90 degree elbow:
8.8 ft2
4.3 ft2
1.1 ft2
Tee:
4.4 ft2
2.1 ft2
0.5 ft2
45 degree elbow:
4.7 ft2
2.3 ft2
0.6 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 160 psi
Max. Pressure on system when running: 63.4 psi
70% of Pressure Rating: 112 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
NPSHR: 22
NPSHR: 6 *from pump curve
If NPSHA>NPSHR, OK
Page 3

Sheet8
Full1
I 1 1
1 I l 1
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Page 1

Sheet8 (2)
.1
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----
IT-
otal Acres
Page 1

ABS Family Farms, Inc.
Solid Sets �HYds
2
Acres
302
Dale Atkinson Farm
3
0.604
0.604
4
0.604
AWS310086
5
s
0.30
0.302
Onft 1*�
7
8
0.50
0.560
9
0.280
Total Fleld 2 = 78.02 Ac.
10
0.302
Wetted 54.48 Ac.
11
0.604
Sub 2 — 23.54 Ac.
12
0.302
Total
wotehroyi
7
Pulla 1
2.25
2
2.01
7
2.03
Total
6.TF—
t
Pivot Pivot 1
48.19
Wetted Total
11
/a
1x
Pivot 1
37.46 Ac. w/o End Gun
48.19 Ac. w/End Gun
End Gun Run Time-9471
5 ecifications: Solid Sets `
Nelson 100 art circa Big Gun \\
w/1.812" Nozzle 0 50 PSI
100 GPM; 230' WD
S ecifications: Pulls
3 Irrihance Traveler
w/Nelson 150 Big Gun
w/1.08" Nozzle 0 60 PSI
182 GPM; 300' WD
Specifications: Pivot_.
Valley Standard Pivot 7000
720.7' Machine Length
102.7' End Gun Radius
® 51 PSI; 500 GPM
(379.3 GPM Machine + 120.7 GPM End Gun)
Hog
Houses
Lagoon
oflute
Total Field 1 = 7.80 Ac.
(Solid Seta)
Wetted 5.63 Ac.
Sub 1 2.17 Ac.
0
w O
002919
°"B I G NMI
�a

ABS Family Farms, Inc.
Hyds
Solid Sets 1
Acres
'f
.3b
0.3U2
Dale Atkinson Farm
2
3
0.504
0.604
4
O.B04
AWS310086
5
8
0.302
0.302
&do8
7
0.50
0.550
9
0.280
Total Field 2 m 33.21 Ac.
10
0.302
(Previously Pulls 1-8)
11
0.804
12
0.302
waterways
otal
5.83
7
Pulls 1
2,25
2
2.01
I
7
2.03
1
Total
i 1
2
Pivot Pivot 1
48.19
Total Field AW3 � 18.20 Ac. i
Wetted Total
60.
Total Field AW2 - 7.81 Ac,
LE
17.14
10.54 Ac. Corn 2.45 Ac.
Bermuda tuses
g
Lagoon
3.24 Ac. Bermudat
1.27 Ac. Corn
Total Field 1 — 7.80 Ac.
(Solid Sete)
5.71 Ac. Soybeans 7.83 Ac. Soybeans wells
w/16 offeste
�Q e
� z �
Total Field AW1 18.80 Ac. P 00919
f 6F5 I G NEB

VA rrf' V-CHART
ow
Valley Dealer
Benchmark BIdgs. & Irrig.
165 S Kenansville Bypass
Kenansville, NC 28349
UNITED STATES
Dealer No.
88815458
Parent Order No. 1/188692
Sprinlcier Order No.11188693
11 _ Plant McCook Manufacturing
Cover Sheet - 02/17/2016
Customer
ABS Family Farms
1587 S. Nc Highway 50
Magnolia, NC 28453-8845
USA
Field Name
Dealer PO 33828
Order Date 02/09/2016
Load Date 02/19/2016
Method Of Shipment W/SYS (11188692)
4 Span Valley Standard Pivot 7000
Machine Flow 500 (GPM)
Pivot Pressure 51 (PSI)
Page 1

Parent order No 11188692
Span and Overhang
Dealer BellchmarkUldg. & 1rft Sprinkler order No 1115§693
Customer ABS Family Farms
Field Name
Pipe Coupler D. U.
Model Qty Length O.D. Spacing Qty profile Tire
(ft) (in) (in)
7000 4 180.0 6 109 20 Standard 14.9 x.24 High Float
Messages
Caution:
None
Dealer:
Mono
Sprinkler -- Available Outlets
Sprinkler Configuration Ram
Valley U-Pipa On) Galvanized 3/4 M NPT x 3/4 F NPT outlets
4,18,1
Valley Drop 78(1a) Galvanized 3/4 M NPT x 314 M NPT 24,38,1 4� 1
44,5%1
Nelson PC - D3000 Part Clr%de Spray 3/4 M NPT 64,78,1 n
u
Field Area Flow
43.2 (Ac) Total 500 (GPM)
37.9 (Ac) Pivot 3600 ii 10,33 (GPM per Acre)
9.7 (Ac) EG on 50% ii 0.54 (in per day) App Rate i
720.7 (ft)Machine Length ii 0,104 (in) App Depth @ 100% 1
102.7 (ft)End Gun Radius it 120.7 (GPM) End Gun I
Pressure
31 (PST) Pivot Pressure
XuldPressure
0.0 (ft) Highest Elevation
0.0 (ft) Lowest Elevation
Sprinkler — Available Outlets
I
I
--.J L---------------------------
LRDU Drive Train
--------------------------,.-„--I
68 RPM Center Drive @60 Hz freq.
14.9 a 24 High bloat Tire I
I
32:lWheel G$ Ratio, LRDU Dist 720.7 (ft) j
4.6 Hrs/360° 4 loot 16.50 (Ft per Min)------------------------------
i
I
Sprinkler_ Configuration Range(ft)
Valley U-Plpe 6(in) Galvanized 3/4 M NPT x 314 F NPT outlets
20,22,1
Valley Drop 780n) Galvanized 3/4 M NPT x 3/4 M NPT 40,42,1 €'
60,62,1
Nelson PC - D3000 Part Circle Spray 3/4 M NPT 80,80
U
Cover Sheet - 02/17/2016 Page 2

Parent order No 11188692 Dealer He1LChMArkBld0)h & 1rdj, Sprinkler order No 111$0493
Cue tomer ABS Family Farms
Field Name
Valley Standard Mot 7QQQ-Madline Snmmary
Pressure Loss
Pipe Pipe Pipe Loss
Lengtj S.A. finl Finish C-Factor (PSII
720.7 5.79 Galvanized 150 3.8
Total - 3.8
Span Flow
End Gun(s) & Booster Pump Information
Irrigated Area
Rqd
Act
Rqd
Act
Length (ft) (Ac)
(GPM)
(GPM)
(GPM per Acre)
(GPM per Acre)
Deviation
156.7 2.3
23A
23A
10.11
10.10
-0.1
180.1 7.0
71.1
71.1
10.11
10.11
0.0180.1
L
11.7
118.4
118.1
10.11
10.08
-0.2
179.8 16A
165A
165.5
10.11
10.12
0.1
102.7 5.7
117.0
120.7
10.23
10.55
3.2
43.1
498.8
Drain Sprinkler
0
0
Total MaMae Flow
490.3
Cover Sheet - 02/ 17/2016
Edmary End Gan
Nelson SR100 End Gun
0.8Nozzle
Booster Pump
Advanced Options
Last Sprinkler Coverage - 1 ft j
Sprinkler Coverage Length - 721.7 ft
Use Last Coupler- YES
Minimum Mainline Pressure - 6 PSI
-----------------------------�
Shipping Options
Ship Drop Hardware
Ship Endgun Nozzle l
Ship Endgun & Hardware
Do not ship Endgun Valve / Nozzle Valve Hardware
Do not ship Boosterpump Hardware
Page 3

Dealer BenCluaerkBldyla.&brig. S?rinkler order No jjjgGp3
Customer ABS l+ao:ilY Farms . +�� .
V-CHAPT
Field Name V0
Parent Order No 11188692
YAOY Sun
Setup wormatioa - Valley Computer Gontirol'-Panei-Water Application Constants: MWmum Application = 0104 (in) Hours Per Revoludon - 4.6
Based on IN . Based on % Timer
IN Per
Pivot
Hours Per
360 degrees
96 Timer
360 deggrees
0.104
100.0
4.6
0.20
52.0
8.0
0.30
34.6
13.3
0.40
26.0
17.7
0.30
20.8
22.1
0.60
17.3
26.6
0.70
14.8
31.1
0.80
13.0
33.4
0.90
11.5
40.0
1.00
10.4
44.2
1.25
8.3
55.4
1.50
6.9
66.7
1,75
5.9
76.0
2.00
5.2
86.3
Field Area
43.2 (Ac) Total
37.5 (Ac) Pivot 3600
5.7 (Ac) EG on 50kr
720.7 (ft) Machine Length
102.7 (ft)End Gun Radius
Flow
500 (GPM)
10.23 (GPM per Acre)
0.54 (in per day) App Rate
0.104 (in) App Depth @ 100%
120.7 (GPM) End Gun
Pivot
IN Per
Hours Per
9 Timer
360 degrees
360 degrees
100.0
0.204
4.6
90.0
0.12
5.1
80.0
0.13
5.8
70.0
0.13
6.6
60.0
0.17
7.7
50.0
0.21
9.2
43.0
0.23
10.2
40.0
0.26
11.5
33.0
0.30
13.1
30.0
0.33
15.3
25.0
0.42
18.4
20.0
0.52
23.0
17.5
0.39
26.3
13.0
0.69
30.7
12.5
0.83
36.8
10.0
1.04
46.0
7.3
2.39
61.3
5.0
2.08
92.0
Pressure LRDU Drive 'Train
gl (PSI) Pivot Pressure 68 RPM Center Drive @ 60 Hz freq.
Inlet Pressure 14.9 x 24 Sigh Float fire
0,0(ft) Highest Elevation 52:1Wheel GB Ratio, LRDU Dist 720,7(ft)
0.0 (ft) Lowest Elevation 4A Hrs/360 8 100% ( 16.50 ) (Ft per Min)
Disclaimer
The information presented in the attached Percent Timer Report is based on variables which cannot be totally controlled -by Valmont (including, but not
limited tol pivot pressure, inside pipeline surface, end gun throw, end gun arc setting, tire slippage, tire pressure, field slopes, soil variations,
sprinkler package installation, well capacity, center drive motor voltage, center drive motor frequency, climatic conditions and other elements and
circumstances beyond Valmont's reasonable control). Valmont recommends monitoring the machine for at least one pass through field to obtain an accurate
rotation time.
Percent Timer - 02/17/2016 Page 1

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: ABS Family Farms, Inc. -Dale Atkinson Farm; AWS310086 County: Duplin
Address: 1587 S NC Hwy 50
Magnolia, NC 28453-8845 Date: 6/6/2016
Telephone: [phone]
Table 4 - Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slope % Crop(s) (In/hr) (inches) Comments
���Bermuda
Overseed

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" Traveler; Valley Standard Pivot 7000
Field No. Travel Application TRAVEL_ LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No_ (fUmin) (in/hr.) WidthM) Length(ft) (feet) (Inches) at Gun(psi) at reel psi) Pattern Comments - Acres per pull

Sheet3
TABLE 3 - Solid Set Irrigation Gun Settings
Operating Parameters
Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
Degree Diameter Along Between Rate Diameter Pressure Time
Set No. of Oper. (feet) Pipelines Pipelines (in/hr) (inches) at Gun(psi) at Hydrant(hr.) Comments -Acres per zone
�����
• ' '
•MERM
: 1
��©�©
• ''
�S;�L��yL���
R8JL7�
•
1 •

Sheet4
TABLE 4 - irrigation System Specifications
Traveling
Solid Set
Irri ation Gun
Irri abon
Flow Rate of Sprinkler m
182
100
Operating Pressure at Pump (psi)
103.3
63.4
Design Precipitation Rate inlhr
0.31
0.49
Hose Length feet
854
XXXXXXXX
Type of Speed Compensation
Mechanical
XXXXXXXX
Purne T PTO, Engine, Electric
Engine
Engine
Pump Power Requirement h
19.9
13.4
TABLE 5 - Thrust Block Specifications
6"
4"
2"
THRUST BLOCK
THRUST BLOCK
THRUST BLOCK
LOCATION
AREA (sq. ft.
AREA (sq.. ft.
AREA . ft.
90 degree bend
8.8
4.3
1.1
Dead End
6.2
3.0
U
Tee
4.4
2.1
0.5
Gate Valve
6.2
3.0
0.8
45 degree bend
4.7
2.3
0.6
.Page 1

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Micah Kevin Weston, CID ��� .5 f 0�'
Company, Smithfield Hog Production Division v1
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398 z� „
Phone: [phone]
002914
Required Documentation a6slG14
$4* 1 N KL��
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumpdons and computations for determining total dynamic head and horsepower requirements,
3. Computations used to determine all mainline and lateral pipe sizes.
4, Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA -MRCS standard for IRRIGATION WATER CONVEYANCE.
8, The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This design is for an addition of a center pivot a "wetted acreage" determination for an existing facility. The
acres were calculated based on the equipment specified and the charts created by NCSU for calculating Area
Allowances for Stationary Sprinkler Systems and Area Allowances for Hard Hose Traveler Systems. The
center pivot acres were computer calculated.
The design and installation of the pivot was done by Benchmark Buildings and Irrigation, Inc. The pivot
replaces pulls 3-6 & 8 and modifies pulls 2 & 7.
Refer to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of
system.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter:
300 feet
Lane Spacings
Desired Spacing (%): 70 %
Design Spacing(feet): 210 `PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 220 feet
Actual Spacing (%): 73 %
Application Rate
Application Hate =(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.31 inthr
300 degree arc =
0.37 inthr 330 degree are 0.33 inthr
220 degree arc =
0.50 inthr
180 degree arc =
0.61 in/hr
Traveller Speed
Travel speed = 1,605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches 360 degree arc = 2.66 ft/min
300 degree arc =
3.19 ftlmin 330 degree arc = 2.89 ft/min
220 degree arc =
4.25 ft/min
180 degree arc =
5.31 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec."
"*For buried pipelines, velocity should be below 5 feet per second
Pipe size:
6 inches
Velocity= 2.06 ft/sec.
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 7
Total distance: 1680 feet
Friction Loss is figured using HazenlWiiliam's Equation
Friction Loss= 0.24 feet1100 feet
Max. Mainline Loss = 4.1 feet or 1.8 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: 30 psi
Elevation head: 4.3 psi
Mainline loss: 1.8 psi
Suction head and lift: 2.3 psi
5%fitting loss: 4.9 psi
TOTAL(TDH) = 103.3 psi or 238.6 feet
Horsepower Required
Horsepower = Flowrate x TDH(feet)139601 Pump effeciency
Pump Description: Berkeley B3JQBM
Pump Efficiency: 55 °%
Horsepower Required: 19.9 Hp
Thrust Blocking
Thrust Block Area = Thrust I Soil Bearing Strength
Thrust: 7460 feet
Soil Bearing Strength: 1200 feet
End Cap: 6.2 f12
90 degree elbow: B.8 ft2
Tee: 4.4 ft2
45 degree elbow: 4.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 103.3 psi
70% of Pressure Rating; 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Page 2

Sheet? (2)
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 100
Nozzle Size:
0.812 inches
Sprinkler Pressure:
50 psi
Flowrate(GPM):
100 gpm
Wetted Diameter:
230 feet ' Reflects a 10% reduction from chart
Sprinkler Spacings
Desired Spacing (%):
60 %
Design Spacing(feet):
138 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
140 feet
Actual Spacing (%):
61 %
Application Rate
Application Rate = (96.3xFlowrate)Isprinkler
spacing squared
Design App. Rate =
0.49 inlhr
Run Time per Set
Run time per set = Desired application 1 Design application rate = hours
Desired app. (in.) =
0.5 inches
Run time per set = 1.02 hours
Mainline Velocity
Velocity = .408 x Flowrate 1 pipe diameter squared feetlsec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: 6 inches
# Sprinklers Oper.: 2
Velocity-- 2.27 ftfsec.
Maximum Lateral Line Entrance Velocity
Pipe size: 2 inches 4 inches
# Sprinklers Oper.: 2
Velocity = 0.00 ftlsec. 5.10 ftlsec.
Page 1

Sheet? (2)
Maximum Mainline Friction Loss
Zone Used: 1-6
Total distance: 750 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.29 feet/100 feet
Max. Mainline Loss = 2.2 feet or 0.9 psi
Maximum Lateral Line Loss
Lateral line friction loss is determined using the assumption that 314 of the Friction Loss
occurs in the first 1/3 of the lateral line
Total Lateral Length: feet
# sprinklers on Lat.:
Frict. Loss at 113 lat. 0.00 feet
Max. Lateral Loss; 0.00 feet or 0.00 psi
Total D►rnamic Head
Sprinkler Pressure:
50 psi
Lateral Line Loss:
2.80 psi
Elevation head:
4.3 psi
Mainline loss:
0.9 psi
Suction head and lift:
2.3 psi
5% fitting loss:
3.0 psi
TOTAL(TDH) =
63.4 psi or
146.4 feet
Horsier Required
Horsepower = Flowrate x TDH(feet)139601 Pump effeclency
Pump Description: Berkely 63JOBM
Pump Efficiency: 55 %
Horsepower Req'd: 13.4 Hp
Page 2
700 feel
2
4.85
2.80 psi

Sheet7 (2)
Thrust Blockin
Thrust Block Area = Thrust I Soil Bearing Strength
6" 4"
Thrust: 7460 feet 3630 feet
Soil Bearing Strength: 1200 feet 1200 feet
End Cap: 6.2 ft2
90 degree elbow: 8.8 ft2
Tee: 4.4 ft2
45 degree elbow: 4.7 ft2
2"
910 feet
1200 feet
3.0 ft2
0.8 ft2
4.3 ft2
1.1 ft2
2.1 ft2
0.5 ft2
2.3 ft2
0.6 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 160 psi
Max. Pressure on system when running: 63.4 psi
70% of Pressure Rating: 112 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Net Positive Suction Head Check
NPSHA: 22
NPSHR: 6 *from pump curve
If NPSHA>NPSHR, OK
Page 3

Sheet8
Dale Atkinson Farm; AWS310086
Acreage Calculation 6/6/2016
Sprinkler
Acres per
Total Int. i
Acres
per Total
Ext. =
.Acres per Total Sing -Total
Hyd #
Coverage ,# Int.
inibp ri
ores # Ext.
�Ext.Sg jn ,Acres .#Single
Sing-Sprk. Acres
Acres
1
Full
0
0.000
0.000'
0
0.560
0.0001
0
0.604�
0.000,
0.000
Half
0
0.000
0,000
0
0.560
0.0001
1 ;
0.604
0.302
0.302
2
Full
0
0.000
0.000
0
0.560
0.000
1:
0.604''
0.604
0.604
Half
0
0.000
0.000.
0
0.560,
0.0000:
0.604,
0.000:
0.000
3
Full
0
0.000.
0.0001
0!
0.560'
0.000
1
0.604'
0.604
0.604
Half
0 �
0.000
0.0001
0 ;
0.566
0.000',
0
0.604,
O.00O
0.000
4
Full
0
0.000
0.000
0i
0.560
0.000;
1
0.604
0.604..
0.604
Half
0�
0.000
0.000I
01
0.560
0.00 of
of
b.6d4:
0.000:
0.000
5
:. Full
0
0.000
0.060
01
0.560
0.000
1 i
0.604::
0.604'
0.604
Half
0!
0.000
0.600,
0i
0.560
--0.000
0
0,604
0.000'
0.000
6
Full
OI
0.000_
0.0oo!
01
0.560
0.000
0
0.604
0.000i
0.000
Half
0
0.000
0.000I
01
0.560
0.000
1
0.604
0.302
0.302
7
Full
Oi
0.000
0.000i
11
0.550
0.560
0
0.604
0.000'
0.560
Half
0
0.000
6.000'
0
0.560
0.000
0
0.604I
OA00
o.0oo
8
Full
01
0.000
0.000
1I
0.560
0.560
0
0.6o4
0.o00
0.560
Half
0i
0.000
0.000
0
0.560
0.000
o
0.604'
0.000
0,000
g
Full
01
O-OW
0.000
0
0.560
_
0.000
Of
0.604'
0.000
0.000
Half
0.
0.000
0.000
1
0.560
0.280
0
0.6041
0.000
6.280
10
Full
01
0.000
0.0001
0
0.560
0.000 -_-- -
. 0,
0.604
0.000
0.302
Half
0
0.000
0.0001
0
. -
0.560
0.000
1';
0.604
0.302
0.302
11
Full
0
0.000
.-
0.000'
0
-. _._.......
0.560
.
0.000
_
1 `
0.604.
0.604I
_....
0.604
.
Half
01
0.000
O.00OI
0
0.560
0.000
0
0.604:
0.000'
0.000
12
Full
0
0.000
0.0001
0
0.560
0.000
0
0.604:
0.000'
0.000
Half
0;
0.000
0.000
0
0.560
O.00d
1
0.604�
0.302
0.302
Full
0
0.000
Omo
0
0.560
0.000
0
0.6041
0.000
0.000
i Half
0
OA00
0.000
0
0.560
�.
0.000
0
0 6041
0,000
0,000
1 Full
0
0.000
0.000;
0
0.560
0.00_0
0.604
0.000.
0,000
1 Half
0
0.000.
0.000'
01
0.560
__0
0.000
Ot
0.604;
0.000;
0.000
0
3
91
(Total Acres.-
_
5.63
Page 1

Sheet8 (2)
Dale Atkinson Farm; AWS310086
:Acreage Calculations 6/6/2016
I
Width
Length
Acres
Total Acres I Start End
i Stop End
Total
pull #
(ft.)
u
; (midsection)
,
(midsection) i ac.
ac. _Pull
Acres
1
260
148
0.883
883 0.750
0.620
2.25
2
110
222
0.561
1.259 0.750
0.000
2.01
260
117
0.698
0.00o 0.000
0.00o
0.00
7
270
132
0.81$
0.818 ; 0.660
0.550
2.03
0
0
0-000
0.000 0.000
0.000 -
0-00
0
0
0.000
0.000 0.000
0.000
0.00
0
0
0.000
0.000 0.000
0.000
0.00
0
0
0.000
0.000 0.000
0.000
0.00
0
0
0.000
0.000 0.000
o.660 -
0.00
0
0
0.000
' 0.000 0.000
o.ao0
0.00
0
0
0.000
o.00o 0.000
0.000
6.00
0
o
o.aoo
0.000 0.000
0.000
0.00
0
0
0.000
0.000 0.000
0.000
0.00
0
0
0.000
moo o.000
0.000
0.00
..
0
0
0.000
0,000 0.000
0.000
0.00
0
0
0.000
0.000 0.000
0.000
0.00
o
0
o.a0o
E . 0.006 _ 0.000
6.000 :
0.00
o
! o
o.000
0.000 0.000
0.000
0.00
0
0
0.000
0.000 0.000
0.000
0.00
-0.00
0
0
o.ao0
0:000 0.000
a.oao .
0
0
0.000
o:ooa 0:000
0.000 T -I
yTotal
0.00
Acres
6.29
Page 1

ABS Family Farms, Inc.
Dale Atkinson Farm
AWS3100M
1nw4W
Total Field 2 = 78.02 Ac.
Wetted a 54.48 Ac.
Sub 2 23.54 Ac.
Pivot 1
37.46 Ac. w/o End Gun
48.19 Ac. w/End Gun
End Gun Run Time-94%
2 1
tt
�' 74
1
7
Hog
Houses
I.ogoon
1
1Mtllf
r{104' aftfetf
Hyds
Acres
Solid Sets
0.302
2
0.604
3
0.604
4
0.604
5
0.604
6
0.302
7
0.560
8
0.560
9
0.280
10
0.302
11
0.604
12
0.302
Total
5.63
Pulls 1 .
2.25
2
2.01
7
2.03
b ai
6.29
Pivot Pivot 1 48.19
Wetted Total 60.11
Total Field 1 e 7.50 Ac.
(Sand Sets)
Wetted a 5.63 Ac.
Sub �117Ac.
S ecifications: Solid Sets
Nelson 100 Part Circle Big Gun ��}�
w/1.812- Nozzle O 50 PSI X\
100 GPM; 230' WO �� s
ecifications: Pulls0 �f'11911
3 lrrltrancc Troveler ,� f qr 1,
w/Nelson 150 Big Gun ac
w/1.08' Nozzle O 60 Psl 0
182 GPM; 300' Wo p� t'
S ecifications: Pivot r" 002? 9 � 9
Volley Standard Pivot 7000 Ohs 1tiR
720.7' Machine length
102.7' End Gun Radius
a 51 PSI; 500 GPM TIN�:��
(379.3 GPM Machine + 120.7 GPM End Gun) »� .

ABS Family Forms, Inc.
Dale Atkinson Farm
AWS310086
sosre 1•
Total Field AW3 a 18,20 Ac.
N
Total Field AW2 . 7.81 Ac.
Np
N
17.14
Total Field 2 . 33.21 Ac.
(Previously Pulls 1-8)
2 11
IE
7
10.54 Ac, Com 2.46 Ac.
Bermuda Hog
Houses
Lagoon
3.24 Ac. Bermuda
1.27 Ac, Com
Hyds
Acres
Solid Sets 1
0.302
2
0.604
3
0.604
4
0.604
5
0.604
6
0,302
7
0.560
8
0.560
9
0.280
10
0.302
11
0.604
12
0.302
Total
5.6
Pulls 1
2.25
2
2.01
7
2.03
Total
6.29
Plvot Piwt 1 46.19
Wetted Total 60.11
Total Field 1 a 7.50 Ac.
(Solid Sets)
5.71 Ac. Soybeans 7.83 Ac. Soybeans ./I
/100' vrrwt.
Glb'V 4 s
Total Feld AW1 a 18.80 Ac. 002
O c-s G t3 �4i

UJULINir I .W�JV�CHART
Valley Dealer
Benchmark Bldgs. & Irrig.
165 S Kenansville Bypass
Kenansville, NC 28349
UNITED STATES
Dealer No.
88815458
Parent Order No. 11188692
Sprinkler Order No.11188693
11 Plant McCook Manufacturing A
Cover Sheet - 02/17/2016
Customer
ABS Family Farms
1587 S Nc Highway 50
Magnolia, NC 28453-8845
USA
Field Name
Dealer PO 33828
Order Date 02/09/2016
Load Date 02/19/2016
Method 0f Shipment W/SYS (11188692)
4 Span Valley Standard Pivot 7000
Machine Flow 500 (GPM)
Pivot Pressure 51 (PSI)
Page 1

Parent Order No 1118$692
Span and Overhang
Pipe Coupler
Model Qty Length D.D. Spacing
(ft) (in) (in)
7000 4 180.0 6 108
Caution:
None
Dealer;
None
Sprinkler — Available Outlets
Dealer Benchmark MdM & Irrljr, Sprinkler Order No I1I88693
Customer ABS Famitp Farms
Field Name
V to da
1A MOt IM Ngthift
Field Area
Flow
----_ y
--- --------------
D. U.
43.2 (Ac) Total
n
i�
500 (GPM)
Qt:y Profile Tire
375 (Ac) Pivot 3600
is
10.23 (GPM per Acre)
5.7 (AC) EG on 50%
ii
0.54 (in per day) App Rate i
20 Standard 14.9s2dHighFloat
720.7 (ft)Machine Length
0.104 (in) App Depth p 100$ E
102.7 (ft)End Gun Radius
120.7 (GPM} End Gun I
Sprinkler Configuration Rangy ft)
V311ey U-pipe 6(in) Galvanized 314 M NPT x 314 F NPT Outlets
Valley Drop 78(m) Galvanized 314 M NPT x 3/4 M NPT 24,38,1
44,%1
Nelson PC - D3000 Part Circle Spray 314 M NPT 64,78,1 )
e�
Pressure
51 (PSI) Pivot Pressure
Inlet Pressure
0.0 (ft) Highest Elevation
0.0 (ft) Lowest Elevation
Sprinkler -- Available Outlets
__• I
.iI-..--.------ ------------
LRDU Drive Train
------------------------------i
68 RPM Center Drive @60 Hz freq.
1
14.9 x 24 Sigh Float Tire k
E
52:lWheel GB Ratio, LRDU Dist 720.7 (ft) i
4.6 Hrs/3601 0 1004 16.50 (Ft per Min) i
A
Sprinkler Configuration
Rance(ft)
Va11ey U-Pipe 6(1u) Galvanl ed 3/4 M NPT z 3/4 F NPT
Outlets
20 2,1
Valley Drop 78(in) G hmnized 3/4 M NPT = 3/4 M NPT
40A2.1
60,62,1
�
Nelson PC - D3000 Part Chicle Spray 314 M NPT
80,80
I
Cover Sheet - 02/17/2016 pop 2

Parent Order No 11188692 Dealer BendkJ 131d?, , & 1 f, Sprinkler Order No IlIQM
Customer ABS Family Farum
Field Name
72M Machipe EMMM
Prez= Loss End Guu(9) & Boosts Pump Info=ation
Pipe Pipe pipe Loss End Gun
Length (ft) I.Q.. in Finish C-Factor(PSI)_Nelson SR100End Gun
0.9 Nozzle
720.7 5.79 Galv9nlxed I50 3.8 Booster Pump
= 3.8
Span Flow
Span
Irrigated Area
Rqd
Act
Rqd
Act
Number
Length (ft) (Ac)
(GPM)
(GPM)
(GPM per Acre)
(GPM per Acre)
t Deviation
1
156.7 2.3
23.4
23.4
10.11
10.10
-0.1
2
180.1 7.0
71.1
71.1
10.11
10.11
0.0
3
180.1 11.7
118A
11&1
10.11
10.08
-0.2
4
179.8 16.4
165.4
165.5
10.11
10.12
0.1
W
102.7 5.7
117.0
120.7
10.23
10.55
3.2
Totals
43.1
498.8
Ornin Sprialder
0
0
Total Machine Flow
498.8
Cover Sheet - 02/17/2016
Advancad Options
Last Sprinkler Coverage - 1 ft j
Sprinkler Coverage Length - 721.7 ft
i
Use Last Coupler- YES
Minimum Mainline Pressure - 6 PSI
Shipping options----------------------------
____________________
Ship Drop Hardware.l
Ship Endgun Nozzle
ship Endgun 6 Hardware
Do not ship Endgun Valve / Nozzle Valve Hardware
Do not ship Hcosterpump Hardware
Page 3

Dealer BaachmsrkBid6s. & lrrik. I
�% Sprinkler Qxder No 1JJW3
Customer ABSFsuWFarmts V -CHART
1
Field Name r Parent order No 11188692
Vailev Standard Pivot 7VQ Pmgt T-WeLbata
Setup Iufornsation - Valley. Computer Control Pand Water Application Constants,. Minimum Application = 0.104 (in) Hours Per Revolution = 4.6
Based on 1N Based on % Timer
IN Per
Pivot
Hours Per
360 degrees
Timer
360 degrees
0.104
100.0
4.6
0.20
52.0
8.8
0.30
34.6
13.3
0.40
26.0
17.7
0.50
20.0
22.1
0.60
17.3
26.6
0.70
14.8
31.1
0.80
13.0
35,.4
0.90
11.5
40.0
1.00
10.4
44.2
1.25
8.3
55.4
1,50
6.9
66.7
1.75
5.9
78.0
2.00
5.2
88.5
Field Area Flow
43.2 (Ac) Total So (GPM)
37.5 (Ac) Pivot 360' 10.23 (GPM per Acre)
5.7 (Ac) EG on 50% O.SS tin per day) App Rate
720.7(ft)Machine Length 0.104 fin) App Depth 8 1008
102.7 (ft)End Gun Radius 120.7 (GPM) End Gun
Pivot
IN Per
Hours Per
8 Timer
360 degrees
360 degrees
100.0
0.104
4.6
90.0
0.12
5.1
80.0
0.13
5.8
70.0
0.15
6.6
I 60.0
0.17
7.7
50.0
0.21
9.2
45.0
0.23
10.2
40.0
0.26
11.5
35.0
0.30
13.1
30.0
0.35
25.3
25.0
0.42
18.4
20.0
0.52
23.0
17.5
0.59
26.3
15.0
0.69
30.7
12.5
0.83
36.8
10.0
1.04
46.0
7.5
1.39
61.3
5.0
2.08
92.0
Pressure LRDU Drive Train
51 (PSI) Pivot Pressure 68 RPM Center Drive @ 60 Hz freq.
laid Pressure 14.9 x 24 High Float Tire
0.0(ft) Highest Elevation 52.0beel GB Ratio, LRDU Dist 720.7(£t)
0.0(ft) Lowest Elevation 4.6 Hrs/360 @ 100% ( 16M ) (Ft per Min)
Disclaimer
The information presented in the attached Percent Timer Report is based on variables which cannot be totally controlled by Valmont (including, but not
limited to, pivot pressure, inside pipeline surface, end gun throw, end gun arc setting, tire slippage, tire pressure, field slopes, sail variations,
sprinkler package .installation, well capacity, center drive motor voltage, center drive motor frequency, climatic conditions and other elements and
cir"mstances beyond Valmont's reasonable control). Valmont recommends monitoring the machine for at least one pass through field to obtain an accurate
rotation time.
Percent Tiuwr - 02/1712016 Pw 1

Murphy -Brown, LLC 6/13/2016 2822 Hwy 24 West
RO. Box 856
Warsaw, NC 26398
NUTRIENT UTILIZATION PLAN
Grower(s):
Farm Name:
ABS Family Farms, Inc.
Dale Atkinson Farm; AWS310086
County: Du lin
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish 4760
Gilts
Boars
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2, Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established,
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1of11

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility, In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, W, tons, etc.):
Capacity Type Waste Produced r Animal Total
Farrow to Wean
3203 galyr
gallyr
Farrow to Feeder
3861 gallyr
gaw
Farrow to Finish
10478 gallyr
gallyr
Wean to Feeder
191 gallyr
galyr
Wean to Finish
776 gallyr
galyr
4760
Feeder to Finish
927 gallyr
4,412,520 gallyr
Gilts
1015 gallyr
gallyr
Boars
2959 ga r
I ga r
Total 4,412,520 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Capacity Tym Nitrogen P aced per Animal Total
Farrow to Wean
3.64 Ibslyr
Ibslyr
Farrow to Feeder
6.95 Ibw
Ibs/yr
Farrow to Finish
18.85 Ibslyr
Ibstyr
Wean to Feeder
0.34 tbslyr
lbstyr
Wean to Finish
1 A Ibslyr
ibslyr
4760
Feeder to Finish
1.67 Ibslyr
7,949 Ihslyr
Gilts
1.83 Ibslyr
Ibslyr
Boars
5.33 lbsJ r
Total 7,949 I r
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 85,815
Total N Required let Year: 21636.86
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 21,636.86
Total Nitrogen Produced by Farm: 7,949.20
Nitrogen Balance for Crops: (13,687.66)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
sail characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of11

Reception Area Specifications
Tract Field/ irrigated Soil tat Crop Time to 1st Crop 1st Crop Lbs MAc Lbs N Tout lbs N
W d Acreaqe Type Code Apply- Yield it* N1Urth Residual lAc Utlllzed
2nd Crop Time to 2nd Crop 2nd Crop Lbs NIAG Lbs N Total lbs N
Code Apply Yield lbs NlUnit Residual lAc Utilized
Total
Lbs NlAC
Total The N
Utilized
T3976
121-1
0.302
Au tieRBMar-Se
5.5
36.75
202,125
61.04175
K
So r
1
50
50
15.1
252.125
76,14175
T3976
F1-2
0.604
Au ifteMar-Se
5.5
36.75
202.125
122.0835
K
Se
1
50
50
30.2
252.125
152.2835
T3976
F1-3
0.604
Au ineMar-Se
5.5
36.75
202.125
122.0836
K
Se -A
1
50
5C
30,2
252.125
152.2835
T3976
F1�
0.604
Aut i1oMar-Se
5.5
38,75
202.125
122.0835
K
Se -A r
1
50
50
30,2
252.125
152.2835
T3976
F1-5
0.604
to ileMar-Se
5.5
36.75
202.125
122.0835
K
Se -
1
50
50
30.2
252.125
152.2835
T3976
F1-6
0.302
A IleMar•Se
t
5.5
36.75
202A25
61,04175
K
Se •A
1
50
50
15,1
252.125
7b.14175
T3976
F1-7
0.50
Au illeMar-Se
5.5
36.75
202.125
113.19
K
Se -A
1
50
50
28
252.125
141,19
T3976
F1-8
D.56
Autryville
B
Mar -Sept
5.5
3675
202.125
113.19
K
Se -A r
1
50
1
50
28
252.125
141.19
T3976
F1-9
0,211
A itle
B
Mar -Sept
5,5
36.75
202.125
56.595
K
Sept-AprSept-Apr
1
50
50
14
252.125
70.596
T3976
F1-10
0.302
Autryville
8
Mar -Sept
6.5
36.75
202.125
61.04175
K
Sept -Aix
1
50
50
15.1
252.125
76.14175
T3976
F1-11
0.604
Autryvige
B
Mar -Sat
5.5
36.75
202.125
1220835
K
Sept -Apr
1
50
50
30.2
252.125
152.2835
T3976
F1-12
0.302
Au i9a
B
Mar -Set
5.5
36.75
202.125
61.04175
K
Se - r
1
so
50
161
252,125
76.14175
T3976
F2-1
2.25
AL6=ige
B
Mar-Sept,5.5
36.75
202.125
454.7813
K
1
50
50
112.5
252.125
567.2813
T3976
F2-2
2.01
-Autryvile
8
Mar -Sept
5.5
36.76
202,125
406.2713
KSept-
r
1
50
50
100.5
252.125
506.7713
T3976
F2-7
2.03
Autryvine
B
Mar -Se
$.5
36,75
202.125
410.3138
K
Sept -Apr
1
50
5o
101,5
252.125
511.8138
T3976
F2-131
48,19
AutryyiHe
B
Mar -Se
5.5
36.75
202,125
9740,404
K
A r
1
50
50
2409.5
252.125
12149,9
T3976
Sub
2.17
Autrvvine
B
Mar -Sept
5.5
36.76
202.125
438,6113
K
Sept -Apr
1
50
1
50
108,5
252,125
547.1113
T3976
Sub 2
23.54
Autryvihe
B
Mar -Sept
5.5
36.75
202,125
4758.023
K
t- r
1
50
50
1177
252.125
5935,023
Totals: 85.82 17245.96 4290.9 2TE35.85
3(a) of 11

Tract f�,@I-dJrrIgatjbd lst Crop rime to lot Crop
9(b) of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches_ Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result it small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code
Crop
Description -Harvested As
A
Barley
Grain Crop
B
Grazed Hybrid Bermudagrass
PasturelGrazed
C
Hybrid Bermudagrass Hay
Hay
B/C
Comb. Hybrid Bermudagrass
Graze/Hay Combination
D
Corn - Grain
Grain Crop
E
Corn - Silage
Silage
F
Cotton
Cotton Lint
G
Grazed Fescue
Pasture/Grazed
H
Fescue Hay
Hay
I
Oats
Grain Crop
J
Rye
Grain Crop
K
Grazed Overseed
Pasture/Grazed (Seeded in Bermudagrass)
L
Overseed Hay
Hay (Seeded in Bermudagrass)
M
Grain Sorghum
Grain Crop
N
Wheat
Grain Crop
O
Soybean
Grain Crop
P
Pine Trees
Pine Trees
S
Small Grain
Grain Cropl Hay (After Grain Crop)
CC
Cover Crop
Not Harvested; BurnedlDisked In
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications
PAN! rlanimal Farm ToIaVyr
Farrow to Wean
0.8
Farrow to Feeder
0.96
Farrow to Finish
3.9
Wean to Feeder
0.07
Wean to Finish
0.27
4760 Feeder to Finish
0.34 1616.4
Gifts
0.39
Boars
0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and wilt require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 1618.4 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 8092 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 26 acreas of land. 1f you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 64.736 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
"This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated property to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5of11

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract
Hydrant
Type
Crop
inlhr
Inches
T3976
F1-1
Autryville
B
_
0.6
_ _*
1
T3976
F1-2
Autryville
B
0.6
1
T3976
F1-3
Autryville
B
0.6
1
T3976
F1-4
Autryville
B
0.6
1
T3976
F1-5
Autryville
B
0.6
1
T3976
F1-6
Autryville
B
0.6
1
T3976
F1-7
Autryville
B
0.6
1
T3976
F1-8
Autryville
B
0.6
1
T3976
F1-9
Autryville
B
0.6
1
T3976
F1-10
Autryville
B
0.6
1
T3976
171-11
Autryville
B
0.5
1 '
T3976
F1-12
Autryville
B
0.6
1
T3976
F2-1
Autryville
B
0.6
1
T3976
F2-2
Autryville
B
0.6
1
T3976
F2-7
Autryville
B
0.6
1
T3976
F2-PI
Autryville
B
U
1
T3976
Sub 1
Autryville
B
0.6
1
T3976
Sub 2
Autryvilie
B
0.6
1
6 of 11

Additional Comments:
This elan revised to reflect the addition of a center pivot, a crop change to all
bermuda and overseed, and to update the production and application rates to
the current rates as listed on the NCSU Nutrient Management website.
The subfields are optional.
NOTE. Field 2 is made up of the previous fields 2, AW1, AW2 and AW3.
Fields AW1, AW2 and AM are currently in row crops and are planned to be
converted to hybrid bermuda in 2017. These fields and crops may be
applied to according to the previous NUP throughout the current crop season.
A map showing the fields and acreages is included to aid in calculating
amounts applied to each crop.
7 of 11

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm:
Owner.
Manager:
Owner/Manager Agreement:
Dale Atkinson Farm; AWS310086
ABS Family Farms, Inc.
Itwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. ltwe know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
Itwe understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner: ABS Family Farms, Inc.
Signature:
Name of Manager (if different from owner):
Signature:
Date
Name of Technical Specialist: M. Kevin Weston
Affiliation: Smithfield Hog Production Division
Address: 2822 Hwy 24 West, PO Drawer 856
- T - Warsaw, NC 28398
Telephone: [phone]
Signature: � 4. Y/�/ F
Date
8of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application,'or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
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 Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving crop type, or available land.
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.
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 disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
$ Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9of11

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by
the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by 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, tollets, sinks, etc., shall not be
discharged into the animal waste management system.
10 of 11

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

ABS Family Farms, Inc.
Solid Sets a
Acres
Dale Atkinson Farm
3
osoa
AWW 1 0
4
6
6
0.604
0.60
0.302
7!
7
a
580
0.so
o.s
9
0.280
Total Field 2 - 78.02 Ac.
10
0.302
Wetted m 54.48 Ac.
11
0.604
Sub 2 - 23.54 Ac.
12
0.302
wwor
Total
7
Pulls 1
2.25
1
2
2.01
7
2.03
1
Total
I 2 1
Pivot Pivot 1
48.19
1
Wetted o
1
11
/a
1i
Pivot 1
.37.46 Ac. w/o End Gun
4818 Ac. wf$nd Gun
End Gun Run Time-94%
S ecifications: Solid Se s
Nelson 1 ar Cirde Big Gun \\
w/1.812" Nozzle O 50 PSI
100 GPM: 230 WO
SaO"Cations: Pulls
3 1�nce Traveler
w/Nalson 150 Big Gun
w/1.08" Nozzle O 60 PSI
182 GPM; 300' WO
Specifications: Pivot Maleyy� Standard Pivot YU_
720.7 Machine Length
102.7' End Gun Radius
O 51 PSI; 5DD GPM
(379.3 GPM Machine + 120.7 GPM End Gun)
Hog
Houses
Lagoon
one
Total FWd 1 - 7.60 Ac.
(Slid Seta)
Wetted = 5.63 Ac.
Sub 1 - 2.17 Ao
S • �i
r+` 7-4..ii z
1y' 002919 '
IFS 10 to
spRINK���

ABS Family Farms, Inc.
Dale Atkinson Farm
AWS31 0M
Soft 1'•40"
Total field AW3 — M20 Aa
Total Fuld AW2 - 7.81 Ac
Total Held 2 - 33.21 Ac.
(Pravlously Pulls 1-8)
Total Field AM = 18.80 Ac.
H Ida
Acres
Salld Seta
2
0.604
3
004
4
0.604
5
0.604
6
0.302
7
0.560
8
M560
9
0.280
10
0.302
11
0.604
12
0.302
Total
5.63
Pulle 1
2.25
2
2.01
7
2.03
Total
Pivot Pivot 1
48.19
Wetted Total
60.11
Total field 1 - 7.60 Ac.
(Solid Sets)

Appendix 1. Lagoon Sludge Survey Form Revised August 2008
Top 51.8
4 Farm Permit or DWQ Identification Number 31-86 Sheffield Start 50.1
B. Lagoon Identification #2
Present 48.5
C. Person(s) Taking Measurements Sam Edwards Edward Stephens Stop
D. Date of Measurement 12/20/2016 Bottom
E. Methods/Devices Used for Measurement of:
2.5:1
a. Distance from the lagoon liquid surface to the top of the sludge layer. 220ft x 163.8ft
PVC with disk 19.5in FB (1.6ft)
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
Round Survey Rod
c. Thickness of the sludge layer if making a direct measurement with "core sampler".
NIA
48
40.8
F. Lagoon Surface Area (using dimensions at inside top of bank): (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. acres x 6 = , with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet' (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 ft when irrigating.
I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole): 1.6
J. Determine the distance from the top of bank to the Maximum Liquid Level 1.7
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 2.1
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 0.5
(item IK Minus Item 1, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points) 7.5
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points): 4.4
0. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 3.1
P. Calculate the thickness of the existing Liquid Treatment Zone (item N minus Item L): 3.9
Q. If Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item P, you do not have to determine volumes.
Completed by: Sam Edwards Date: 12/20/2016
Print Name /Signature

Appendix 2. Sludge Survey Data Sheer
Revised August 2008
Lagoon Identification_ 1029 Lucy Evans
Completed by: Sam Edwards
Print Name
Signature
Date: 12/20/2016
(A)
{B)
(C)
(C)-(B)
Grid Point
Distance from liquid surface
Distance from liquid surface
Thickness of sludge layer
No.
to top of sludg a
to lagoon bottom soil)
Ft. & in.
Ft. (tenths)
Ft. & in.
Ft. (tenths)
Ft. & in.
Ft. (tenths)
1
3 0
3.0
6 7
6.6
3.6
2
4 6
4.5
6 7
6.6
2.1
3
2 6
2.5
7 7
7.6
5.1
4
5 0
5.0
6 7
6.6
1.6
5
3 0
3.0
8 2
8.2
5.2
6
5 6
5.5
8 8
8.7
3.2
7
5 0
5.0
8 0
8.0
3.0
8
6 7
6.6
8 0
8.0
1.4
9
0.0
0.0
0.0
10
0.0
0.0
0.0
11
0.0
0.0
0.0
12
0.0
0.0
0.0
13
0.0
0.0
0.0
14
0.0
0.0
0.0
15
0.0
0.0
0.0
16
0.0
0.0
0.0
17
0.0
0.0
0.0
18
0.0
0.0
0.0
19
0.0
0.0
0.0
20
0.0
0.0
0.0
21
0.0
0.0
0.0
22
0.0
0.0
0.0
23
0.0
0.0
0.0
24
0.0
0.0
0.0
Number of points with readings
8.0
X X
8.0
X X
8.0
Average of X X
points
4.4
X X
7.5
X X
3.1
At pump
X X X X X X
intake
*Ail Grid Points and corresponding sludge layer thicknesses must be shown on a sketch attached to this
Sludge Survey Data Sheet.
Appendix 3. Worksheet for sludge volume and treatment volume Revised August 2008

The -average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
frrim the information on the Lagoon Sludge Survey Form ( Items O and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the worksheet The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be.used.
Example
Your Lagoon
1. Average sludge Layer Thickness M
2.5
ft.
3.1
ft.
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
11.0
ft.
3. Slope = Horizontal/ vertical side slope (S)
3
2.5
4. Length at the top of inside bank (L)
457
ft.
220.0
ft.
5. Width at top inside slope (W)
229
ft.
163.0
ft.
6. Length at midpoint of sludge layer L m = L-2S(D-(T/2))
398.5
ft.
172.8
ft.
7. Width at midpoint of sludge layer W m W-2S(D-(T/2))
170.5
ft.
115.8
ft.
8. Volume of sludge (Vs) Vs=Lm Wm T
169,860
ft3
61,987
ft3
9. Volume in gallons: Vs,=V"7.5 gal./ft3.
1,273,950 gal.
464,903
gal.
10. Thickness of existing liquid twit. zone (Y)
3.5
ft
3.9
ft
11. Thickness of total treatment zone (Z) Z= T+Y
6
ft
7.0
ft
12. Length at midpoint of total tmt. zone LZ = L-2(S)(D-(Z12)
409
ft.
182.5
ft.
13_ Width at midpoint of total twit. Zone W z = W-2(S)(D-(Z12)
181
ft.
125.5
ft.
14. Volume of total treatment zone (Vz) Vz = LzWzZ
444,174
ft3
160,326
ft3
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = VsNz
0.38
0.39
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWQ for information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio.
Then, R = (Vs-DSSV)1(Vz - DSSV)
Example: If DSSV = 85,000 ft3, then R = (169,860 - 85,000) / (444,174 - 85,000) = 84,8601359,174 = 0.24.
16. Design sludge storage volume (DSSV) 85,000 0
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24 0.39

Appendix 1. Lagoon Sludge Survey Form Revised August 2008
Top 47.1
A. Firm Permit or DWQ Identification Number 31-86 Sheffield Start 45.4
B. Lagoon Identification
#1
Present 44.2
C. Person(s) Taking Measurements Sam Edwards Edward Stephens Stop 43.3
D. Date of Measurement 12/20/2016
E. Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
PVC with disk
Bottom 36.1
3:1 SS
390ft x 235ft
19.5in FB (1.6ft)
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
Round Survey Rod
c. Thickness of the sludge layer if making a direct measurement with "core sampler'.
NIA
F. Lagoon Surface Area (using dimensions at inside top of bank): (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. acres x 6 = with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 ft. when irrigating.
1. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole):
J. Determine the distance from the top of bank to the Maximum Liquid Level
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level:
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level
(Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points)
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points):
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer:
P. Calculate the thickness of the existing Liquid Treatment Zone (item N minus Item L):
Q. If Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item P, you do not have to determine volumes.
Completed by:
Sam Edwards
1.2
1.7
2.1
0_9
8_8
4_7
4.2
3R
Date: 12/20/2016
Print Name /Signature

Apperr dix 2. Sludge Survey Data Sheet*
Lagoon Identification_ 1029 Lucy Evans
Completed by: Sam Edwards
Print Name
Revised August 2008
Signature
Date: 12/20/2016
(A)
(B)
(C)
(C)-(B)
Grid Point
Distance from liquid surface
Distance from liquid surface
Thickness of sludge layer
No.
to top of slud a
to lagoon bottom I soil)
Ft. & in.
Ft. (tenths)
Ft. & in.
Ft. (tenths)
Ft. & in.
Ft. (tenths)
1
4 0
4.0
9 3
9.3
5.3
2
4 0
4.0
9 6
9.5
5.5
3
4 6
4.5
9 7
9.6
5.1
4
5 6
5.5
9 0
9.0
3.5
5
6 0
6.0
8 6
8.5
2.5
6
5 0
5.0
8 7
8.6
3.6
7
4 0
4.0
8 2
8.2
4.2
8
4 6
4.5
8 2
8.2
3.7
9
4 0
4.0
8 2
8.2
4.2
10
5 0
5.0
8 3
8.3
3.3
11
4 0
4.0
8 0
8.0
4.0
12
4 0
4.0
8 0
8.0
4.0
13
0.0
0.0
0.0
14
0.0
0.0
0.0
15
0.0
0.0
0.0
16
0.0
0.0
0.0
17
0.0
0.0
0.0
18
0.0
0.0
0.0
19
0.0
0.0
0.0
20
0.0
0.0
0.0
21
0.0
0.0
0.0
22
0.0
0.0
0.0
23
0.0
0.0
0.0
24
0.0
0.0
0.0
Number of pints with readings
8.0
X X
8.0
X X
8.0
Average of
__points
X X
4.7
X X
8.8
X X
4.2
[�itn:ptake:p
X X X X X X
*All Grid Points and corresponding sludge layer thicknesses must be shown on a sketch attached to this
Sludge Survey Data Sheet.
Appendix 3. Worksheet for sludge volume and treatment volume Revised August 2008

t
The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from*he information on the Lagoon Sludge Survey Form ( Items O and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the worksheet. The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used.
Example
Your Lagoon
1. Average sludge Layer Thickness (T)
2.5
ft.
4.2
ft.
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
11.0
ft.
3. Slope = Horizontal/ vertical side slope (S)
3
3.0
4. Length at the top of inside bank (L)
457
ft.
390.0
ft.
5. Width at top inside slope (W)
229
ft.
235.0.
ft.
6. Length at midpoint of sludge layer L,,, = L-2S(D-(T/2))
398.5
ft.
336.6
ft.
7. Width at midpoint of sludge layer W m W-2S(D-(T/2))
170.5
ft.
181.6
ft_
8. Volume of sludge (Vs) Vs=Lm Wm T
169,860
ft3
256,732
ft3
9. Volume in gallons: Vsg V'7.5 gal./ft3.
1,273,950 gal.
1,925,487
gal.
10. Thickness of existing liquid tmt. zone (Y)
3.5
ft
3.8
ft
11. Thickness of total treatment zone (Z) Z= T+Y
6
ft
8.0
ft
12. Length at midpoint of total tmt. zone L,, L-2(S)(D-(Z/2)
409
ft.
348.0
ft.
13. Width at midpoint of total tmt. Zone W, = W-2(S)(D-(Z/2)
181
ft.
193.0
ft.
14. Volume of total treatment zone (Vz) Vz = LZ WzZ
444,174
ft3
537,312
ft3
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = Vs/Vz
0.38
0.48
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWO for information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio.
Then, R = (Vs-DSSV)1(Vz - DSSV)
Example: If DSSV = 85,000 ft3, then R = (169,860 - 85,000) / (444,174 - 85,000) = 84,860 / 359,174 = 0.24.
16. Design sludge storage volume (DSSV) 85,000 0
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 024 0.48

Rppendix 1. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number 31-86
Revised August 2008
Top
Sheffield Start
B. Lagoon Identification #2 Present
C. Person(s) Taking Measurements Sam Edwards Edward Stephens Stop
D. Date of Measurement 12/20/2016 Bottom
E. Methods/Devices Used for Measurement of: 2.5:1
a. Distance from the lagoon liquid surface to the top of the sludge layer. 220ft x 163.8ft
PVC with disk 19.5in FB (1.611t)
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
Round Survey Rod
c. Thickness of the sludge layer if making a direct measurement with "core sampler".
NIA
51.8
50.1
48.5
48
40.8
Lagoon Surface Area (using dimensions at inside top of bank): (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. acres x 6 = , with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
W. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 ft. when irrigating.
I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole): 1.6
J. Determine the distance from the top of bank to the Maximum Liquid Level 1.7
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 2.1
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 0.5
(Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points) 7.5
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points): 4.4
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 3.1
P. Calculate the thickness of the existing Liquid Treatment Zone (item N minus Item L): 3.9
Q. If Item O is greater than Item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item P, you do not have to determine volumes.
Completed by: Sam Edwards Date: 12/20/2016
Print Name /Signature

.,
r
Appendix 2. Sludge Survey Data Sheet*
Revised August 2008
Lagoon Identification- 1029 Lucy Evans
Completed by: Sam Edwards
Print Name
Signature
Date: 12/20/2016
(A)
(B)
(C)
(C)-(B)
Grid Point
Distance from liquid surface
Distance from liquid surface
Thickness of sludge layer
No.
to top of sludge
to lagoon bottom (soil)
Ft. & in_
Ft. (tenths)
Ft. & in.
Ft. (tenths)
Ft. & in.
Ft. (tenths)
1
3 0
3.0
6 7
6.6
3.6
2
4 6
4.5
6 7
6.6
2.1
3
2 6
2.5
7 7
7.6
5.1
4
5 0
5.0
6 7
6.6
1.6
5
3 0
3.0
8 2
8.2
5.2
6
5 6
5.5
8 8
8.7
3.2
7
5 0
5.0
8 0
8.0
3.0
8
6 7
6.6
8 0
8.0
1.4
9
0.0
0.0
0.0
10
0.0
0.0
0.0
11
0.0
0.0
0.0
12
0.0
0.0
0.0
13
0.0
0.0
0.0
14
0.0
0.0
0.0
15
0.0
0.0
0.0
16
0.0
0.0
0.0
17
0.0
0.0
0.0
18
0.0
0.0
0.0
19
0.0
0.0
0.0
20
0.0
0.0
0.0
21
0.0
0.0
0.0
22
0.0
0.0
0.0
23
0.0
0.0
0.0
24
0.0
0.0
0.0
Number of points with readings
8.0
X X
8.0
X X
8.0
Average of
X X
4.4
X X
7.5
X X
3.1
points
At pump
X X X X X X
intake
*All Grid Points and corresponding sludge layer thicknesses must be shown on a sketch attached to this
Sludge Survey Data Sheet.
Appendix 3. Worksheet for sludge volume and treatment volume Revised August 2008

the average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( Items O and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the worksheet. The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used.
Example
Your Lagoon
1. Average sludge Layer Thickness m
2.5
ft.
3.1
ft.
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
11.0
ft.
3. Slope = Horizontal/ vertical side slope (S)
3
2.5
4. Length at the top of inside bank (L)
457
ft.
220.0
ft.
5. Width at top inside slope (VI)
229
ft.
163.0
ft.
6. Length at midpoint of sludge layer L,n = L-2S(D-(T/2))
398.5
ft.
172.8
ft.
7. Width at midpoint of sludge layer Wm= W-2S(D-(T/2))
170.5
ft.
115.8
ft.
8. Volume of sludge (Vs) Vs=Lm Wm T
169,860
ft'
61,987
ft'
9. Volume in gallons: Vs9=V*7.5 gal.tft3.
1,273,950 gal.
464,903
gal.
10. Thickness of existing liquid tmt. zone (Y)
3.5
ft
3.9
ft
11. Thickness of total treatment zone (Z) Z= T+Y
6
ft
7.0
ft
12. Length at midpoint of total tmt. zone Lz = L-2(S)(D-(Z/2)
409
ft.
182.5
ft.
13. Width at midpoint of total tmt. Zone W, = W-2(S)(D-(Z12)
181
ft_
125.5
ft.
14. Volume of total treatment zone (Vz) Vz = Lz WZZ
444,174
ft'
160,326
ft'
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = Vs/Vz
0.38
0.39
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWQ for information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio.
Then, R = (Vs-DSSV) / (Vz - DSSV)
Example: If DSSV = 85,000 ft3, then R = (169,860 - 85,000) / (444,174 - 85,000) = 84,8601359,174 = 0.24.
16. Design sludge storage volume (DSSV) 85,000 0
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24 0.39

Appendix 1. Lagoon Sludge Survey Form Revised August 2008
A. Farm Permit or DWQ Identification !Number 31-86 Sheffield
B. Lagoon Identification 11
Top 47.1
Start 45.4
Present 44.2
C. Person(s) Taking Measurements Sam Edwards Edward Stephens Stop
D. Date of Measurement 12/20/2016 Bottom
E_ Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer.
PVC with disk
3:1 SS
390ft x 235ft
19.5in FS (1.611t)
b. Distance from the lagoon liquid surface to the bottom (soil) of the lagoon.
Round Survey Rod
c. Thickness of the sludge layer if making a direct measurement with "core sampler".
NIA
43.3
36.1
F. Lagoon Surface Area (using dimensions at inside top of bank): (acres)
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area. The lagoon
may have been built different than designed, so measurements should be made.)
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. If more than 1.33 ac. acres x 6 = , with maximum of 24.
(Using sketch and dimensions, develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). Also, at the
location of the pump intake, take measurements of distance from liquid surface to top of sludge
layer and record it on the Data Sheet (last row); this must be at least 2.5 ft. when irrigating.
I. At the time of the survey, also measure the distance from the Maximum Liquid Level to the Present Liquid
Level (measure at the lagoon gauge pole): 1.2
J. Determine the distance from the top of bank to the Maximum Liquid Level 1.7
(use lagoon management plan or other lagoon records)
K. Determine the distance from the Maximum Liquid to the Minimum Liquid level: 2.1
(use lagoon management plan or other lagoon records)
L. Calculate the distance from the present liquid surface level to the Minimum Liquid Level 0.9
(Item K Minus Item I, assuming the present liquid level is below the Maximum Liquid Level)
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the
lagoon bottom (average for all the measurement points) 8.8
N. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level to the top
of the sludge layer (average for all the measurement points): 4.7
O. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer: 4.2
P. Calculate the thickness of the existing Liquid Treatment Zone (Item N minus Item L): 3.8
Q. If Item O is greater than item P, proceed to the Worksheet for Sludge Volume and Treatment Volume.
If Item O is equal to or less than Item P, you do not have to determine volumes.
Completed by: Sam Edwards Date: 12/20/2016
Print Name /Signature

Appendix 2. Sludge Survey Data Sheet'
Revised August 2008
Lagoon Identification_ 1029 Lucy Evans
Completed by: Sam Edwards
Print Name
Signature
Date: 12/20/2016
(A)
(B)
(C)
(C)-(B)
Grid Point
Distance from liquid surface
Distance from liquid surface
Thickness of sludge layer
No.
to top of sludge
to lagoon bottom (soil)
Ft. & in.
Ft. (tenths)
Ft. & in.
Ft. (tenths)
Ft. & in.
Ft_ (tenths)
1
4 0
4.0
9 3
9.3
5.3
2
4 0
4.0
9 6
9.5
5.5
3
4 6
4.5
9 7
9.6
5A
4
5 6
5.5
9 0
9.0
3.5
5
6 0
6.0
8 6
8.5
2.5
6
5 0
5.0
8 7
8.6
3.6
7
4 0
4.0
8 2
8.2
4.2
8
4 6
4.5
8 2
8.2
3.7
9
4 0
4.0
8 2
8.2
4.2
10
5 0
5.0
8 3
8.3
3.3
11
4 0
4.0
8 0
8.0
4.0
12
4 0
4.0
8 0
8.0
4.0
13
0.0
0.0
0.0
14
0.0
0.0
0.0
15
0.0
0.0
0.0
16
0.0
0.0
0.0
17
0.0
0.0
0.0
18
0.0
0.0
0.0
19
0.0
0.0
0.0
20
0.0
0.0
0.0
21
0.0
0.0
0.0
22
0.0
0.0
0.0
23
0.0
0.0
0.0
24
0.0
0.0
0.0
Number of points with readings
8.0
X X
8.0
X X
8.0
Average of X X
4.7
X X
8.8
X X
4.2
points
At pump
X X X X X X
intake
*All Grid Points and corresponding sludge layer thicknesses must be shown on a sketch attached to this
Sludge Survey Data Sheet.
Appendix 3. Worksheet for sludge volume and treatment volume Revised August 2008

i 47
The average thickness of the sludge layer and the thickness of the existing liquid (sludge -free) treatment zone are determined
from the information on the Lagoon Sludge Survey Form ( Items O and P, respectively). In this example, the average sludge
layer thickness is 2.5 feet and the existing liquid treatment zone is 3.5 feet. If the lagoon has a designed sludge storage volume,
see notes at end of the worksheet. The dimensions of the lagoon as measured and the side slope are needed
for calculations of sludge volume and of total treatment volume. If the lagoon is a standard geometric shape, the sludge
volume and the treatment volume in the lagoon can be estimated by using standard equations. For approximate volumes
of rectangular lagoons with constant side slope, calculate length and width at the midpoint of the layer, and multiply by layer
thickness to calculate layer volume, as shown in the example. For irregular shapes, convert the total surface area to a square
or rectangular shape. For exact volumes for lagoons with constant side slope, the "Prismoidal Equations" may be used.
Example
Your Lagoon
1. Average sludge Layer Thickness m
2.5
ft.
42
ft_
2. Depth of the lagoon from top of bank to bottom soil surface (D)
11
ft.
11.0
ft.
3. Slope = Horizontal/ vertical side slope (S)
3
3.0
4. Length at the top of inside bank (L)
457
ft.
390.0
ft.
5. Width at top inside slope (W)
229
ft.
235.0
ft.
6. Length at midpoint of sludge layer Lm = L-2S(D-(T/2))
398.5
ft.
336.6
%
7. Width at midpoint of sludge layer Wm= W-2S(D-(T/2))
170.5
ft.
181.6
ft.
8. Volume of sludge (Vs) Vs=Lm Wm T
169,860
ft'
256,732
ft'
9. Volume in gallons: Vsg=V'7.5 gal.tft3.
1,273,950 gal.
1,925,487
gal.
10. Thickness of existing liquid tmt. zone (Y)
3.5
ft
3.8
ft
11. Thickness of total treatment zone (Z) Z= T+Y
6
ft
8.0
ft
12. Length at midpoint of total tmt. zone LZ = L-2(S)(D-(Z/2)
409
ft.
348.0
ft.
13. Width at midpoint of total tmt. Zone Wz = W-2(S)(D-(Z/2)
181
ft.
193.0
ft.
14, Volume of total treatment zone (Vz) Vz = LZ WZ Z
444,174
ft'
537,312
ft'
15. Ratio ( R ) of sludge layer volume to total Treatment Volume
R = VsNz
0.38
0.48
If the ratio R exceeds 0.50, than a sludge Plan of Action may be required. Check with DWQ for information
on filing the Plan of Action.
Note: If the lagoon has a designed sludge storage volume (DSSV), subtract that volume from both the volume
of sludge (Vs) (Item 8) and from the volume of total treatment zone (Vz) (Item 14), and take the ratio.
Then, R = (Vs-DSSV) / (Vz - DSSV)
Example: If DSSV` = 85,000 ft3, then R = (169,860 - 85,000) / (444,174 - 85,000) = 84,860 / 359,174 = 0.24.
16. Design sludge storage volume (DSSV) 85,000 0
17. Ratio (R) of sludge layer volume to treatment volume adjusted
for designed sludge storage volume 0.24

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Fax Transmittal .Form
No.34)4 P. )
To:
Fax number: la— �d -\Dc)
Message:
From:
of pages including cover page
3/1- �-t�

FORM IRR-2
Hydrant *
Field Size (wetted acres) = (Al
Farm Owner
Owners Address
Rw nars Phon e V
Field #
1
2.26
DALE ATKINSON
1587 S NC 50
MAGNOLIA, NC 2845.
910.286.1854
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Crop Typo BER
11% 19) 11% fdl I51 IFl
Facility Number 31 -
irrigation Operator GRAY SHEFFIELD
Irrrgation Operator's 1507 S NC 50
Address MAGNOLIA NC, 28453
Operators Phone # [phone]
From Waste Utilization Plan
Recommended PAN
Loading (Ituaare) _ (8) 255
171 IR1 I91 IIM litl
—Nutrient
Source
Date
(mmlddryr)
'
Inl
aUpn
WaslaAnalysls
PAN"
(U1000 gal)
PAN Appliao
(ltYacre)
ta)x(B
1000
NIV094
Bslarrct
(Iblarn
B - 1
6taA
Time
End
Tema
Totl;
Minutes
(3} - (2)
0of
tionklere
' Operaiing
Plaw
Rate
(gaUmin)
Total volume
(gallons)
(8) x (5) x (4)
volume
pwAcm
(yaUatre)
(7)1(A)
13= 255
2.3
05/07/15
11:00
12:00
60
1
165
91M
4400.00
2.3
2.3
10,12
2 3
5/7/2015
12'00
1:00
60
1
165
9900
4400A0
10.12
2.3
7/B/2015
12:00
2:00
120
1
105198DO
8800.00
2,3
20.24
2.3
7/8/2015
2:00
4:D01
120
1
16519600
8800,00
2.3
20,24
2.3
8/18/2015
1:90
3,00
120
1
16519000
8800.00
2.3
20.24
2.3
B116(2015
3:00
5:00
120
1
16519800
0800.00
2.3
20.24
Crop cycle Totals
Ownere Signature
Certified Operator (Print)
Operators Signature
Operators Cartiflaabon No,
' NCDA Waste Anaylsis or Equivalent. Al a minimum, waste analysis is required within 60 days of land application events.
" Enter the value received by subtracting column (10) from (8), Continue subtracting oolumn (10) from column (11) following each irrigat)on event.
'"Enter nutrient source (is. Lagoon/Storage Pond ID, commerical fertIfter, dry litter, etc.)
a:
Z 'd tiltiC� 'ON
uOOM Wq' a+ WVZti 6 SIR 'LI 'hIN

FoRtu IRR-2
Hydrant A
Field Stie (wetted acres) x (A)
Farm Owner
Owners Address
Owner's Phone#
Fie Id OF
2
4.17
PALE ATKINSON
1687SNC50
MAGNOLIA NC 2045.
910.296.1854
Lagoon Liquid irrigation Fields Record
One Form for Each Reid per Crop Cycle
Gop Type BER
11� r91 041 u1 r81 FAN
Facility Number 31 -
Irrigation Operator GRAY 5HEFFIELD
Irrigation Operators 1587 S NC 50
Address MAGNOLIA,NC 20463
Operators Phone # [phone]
From Waste Utilisation Plan
Recommended PAN
Loading (i ocre) - (8) 255
rn rat Lori f{[14 1111
'Nulrlent
Source
Date
(mmldd/yr)
I rrl
8 on
WasteAnalysio
FAN'
(IW1000 Cal)
PAN Applied
0b/aae)
(6)x191
1000
NArog,
Balanc
(lb/acr
- 1
8= 255
Start
Tune
End
lime
Total
Minutes
0) -12)
AOf
Sprinkler$
Operating
Flow
Rate
(gaUmin)
Total Volume
(Callon$)
(5) k (5M x t4)
Volume
perAcra
(gelleore)
(7)1(A)
2.3
04/17/15
10!00
12:00
120
1
AT
19600
474UO
2.3
2.3
10.92
2.3
4117/2015
12:00
3:00
180
1
165
29700
7122.30
16.38
2.3
5/8/2015
10:00
12:00
120
1
16519800
4746,20
2,3
10.92
2.3
5/8/2015
12:00
2:00
1 0
1
16519000
4748.20
2.3
10.92
2.3
5/1 JW2016
9'.00
1:00
120
1
165
19800
4748.20
2.3
10.92
2.3
6/19/2015
1:00
3:00
120
1
16519800
4745.20
2.3
10.92
2.3
5/26/2015
11:00
1:00
120
1
16519600
474820
2.3
10.92
2.3
5/26/2015
1:00
3:00
120
1
16519800
4748.20
2.3
10.92
2.3
5/28/2015
1:00
2:00
120
1
16519800
4748.20
2.3
10.92
2.3
6/2)2016
12;00
2.00
120
1
16519800
4748.20
2.3
10.92
2.3
W4/2015
10:00
12:00
1
1
16519800
4748.20
2.3
10,92
Crop Cycle Totals
Owners Signature
Certified Operator (Print)
Operator's Signature
Operators Certification No.
NCDA Waste Anaylsis or Equivalent. At a minimum, waste analysis is r"uired within 60 days of land application &vents.
Enter the value received by subtracting column (10) from (13). Contlnue subtract}ng column (10) from column (11) following each irrigation event,
""Enter nutrient source (ie. Lagoon/Storage Pond ID, commer(cal fertilizer, dry litter, etc.)
0
uo�u i l' 1 lrA);+iq 0D:6 S10� 'Cl "-DN

FoRm IRR-2
Hydrant #
Field Size (wetted acres) = (A)
Farm Owner
Owners Address
Owners Phone #
Fetid #
r 2
4.17
DALE ATKINSON
1587SNC50
MAGNOLIA NC 2845.
910, 296,1854
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Crop Type BER
ill 0.1 191 141 Oil r61
Facility Number 31 -
Irrigation Operator GRAY SHEFFIELD
Irrigation Operators 1587 S NC 50
Address MAGNOLIA NC 28453
Operators Phone p 910.296.1518
From Waste Utilisation Plan
Recommended PAN
Loading (Iblacre) = (B) 255
m (M rat 110i Ill'
'—Nutrjenl
Source
Date
(mnvdd"
Irrl
scion
WagtEAnalysls
Prue'
Old1000 gal )
PAN Applied
(Iblacre)
f6l x g
1000
Nwt Q
Balanc
(lblac
(B) - ('
Start
Time
End
Time
Total
Knutes
(3) - (2)
#Of
Sprinlowa
Operating
Flow
Rats
(gal/rnln)
Total Vol UmB
(gallons)
(0) x (5) x (4)
Volume
per Acre
(gailecre)
(7) ! (A)
129:
2.3
06/24/15
12:00
2--00
120
1
16519800
4748.20
2.3
2.3
10.92
2.3
7/7/2016
10:00
12-00
120
1
16619800
4748.20
10.92
2.3
7f712015
12:00
2:00
120
1
16519800
474820
2.3
10.92
2,3
8/6/2015
12:00
2:00
120
1
16519800
4748.20
2,3
10,92
2.3
8/6/2015
2:00
4:00
120
1
10519800
4746.20
2.3
10.92
2.3
9/2112015
9:00
11:00
120
1
16519800
4748.20
0.88
4.18
2.3
9/21/2015
11:00
1:001
120
1
166
19800
4748,20
0.88
4,18
Crop CyGiv Totals
Owners Signature
Certified Operator (Print)
Operators SlgnaWre
Operators Certification No.
NCDA Waste Anaytsls or Equivalent, At a minimum, waste analysls is required within 60 days of land application events.
" Enter the value received by subtracting column (10) from (0). Continue subtracting column (10) from column (11) following each irrigation event.
"'Enter nutrient source (ie. Lagoon/Storage Pond ID, commerloal fertilizer, dry litter, etc.)
0
'J tiltru 'ON
u o � o i n NV SIOZ 'Ll 'n0N

C
FORM IRR-2
Hydrant #I 7 Field # F 3
Field Size (Wetted acres) = (A)
Farm Owner
Owners Address
Owners Phone 6
4.57
DALE ATKINSON
1587 5 N C 50
MAGNOLIA, NC 2845.
910.296.1854
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
crop Type BER
III i71 rill r6% r61 IA%
FaciUty Number 31 -
Irrigation Operator GRAY SHEFFIELD
lrrlgstion Operators 1587 S NC 50
Address MAGNOLIA,NC 28453
Operatora Phone q 910,290.1518
From Waste Utilisation plan
Recommended PAN
Loading (Vacre) _ (8) 255
!71 W 10% ltnl III'
" Nuv(ent
Source
Date
(mmlddlyr)
Irrigation
Waste Anstysis
PAN'
(I0000 gal)
PAN Applied
Qblacrel
(fi)xJ91
1000
Nitmg
Balenc
pblac
8 .
Start
rime
End
Time
Total
Minutes
(3) • (2)
Of
SprinWars
OpenWrig
Flow
Rate
(gatfmin)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
par Acre
(gellacre)
(7) ! (A)
2.3
04/18/15
10:00
12:00
120
1
16619800
4332.60
2.3
2.3
9,96
2.3
5/4/2016
10:00
1;D0
180
1
155
29700
6496,91
14.95
2.3
5/4/2015
1:00
3:00
12D
1
16519000
4332.60
2.3
9.96
2.3
F5/20/2015
12:00
2:00
120
1
105191300
4332.60
2.3
9.96
2.3
6/22/2015
2:00
4:00
120
1
165198DO
4332.60
2.3
9.96
2.3
5/2W2015
2:00
4:D0
1 120
1
16519800
4332.60
2.3
9,96
2.3
5/29/2015
4;00
6100
120
1
16519800
4332.60
2.3
9.96
2.3
6/26/2015
2;00
4:00
120
1
16519000
4332.60
2-3
9.96
2.3
6/26/2015
4:00
6:00
120
1
10519800
4332.60
2.3
9,96
2.3
711412015
10:00
12:00
120
1
16519800
1 4332.00
2.3
9.96
2.3
7/14/2015
12;
2:00
180
1
165
29700
6498.91
2.3
14.95
Crop Cycle Totals
Owners Signature
Certified Operator (Print)
Operator's Signature
Operators Certification No,
NCDA Waste Anaylsls or Equivalent. At a minimum, waste analysis is required within 60 days of land application events.
Enter the value reCeived by subtracting column (10) from (3). Continue subtracting column (10) from column (11) following each irrigation event.
'-Enter nutrient source (ie. Lagoon/Storage Pond ID, commerical fertilizer, dry litter, etc.)
C
S $ltic 'IN
'nIN

FORM IRR-2
Hydrant t+
Field Size (wetted acres) = (A',
Farm Owner
Owners Address
Owners Phone 0
Feld ty 3
4-57
DALE ATKINSON
1687SNC50
MA N0LIA. NC 2845.
910.296.1054
Lagoon Liquid trrigation Fields Record
One Form for Each Field per Crop Cycle
CmpType BER
ril r7l III ft.l r61 (RI
Facility Number 31
irrigation Operator GRAY SHEF'F'IEW
Irrigabon Operator's 1587 S NC 50
Address MAGNOLIA,NC 28453
Operators Phone # [phone],151a
From Wasta Utilization Plan
Recommended PAN
Loading (Iblaera) A (8) 265
f71 W rSl r101 (IV
---N-Went
Source
Data
(MrVddlyr)
I
tlon
WastaAnelysly
PAN'
(ibr1000 gal)
PAN Applied
(Iwo")
to) xfl
1000
Nitrug
Baler
(Ibraq
Start
Time
find
Time
Total
Minutes
(3) • (2)
aof
Sprinklers
Operating
Row
Rate
(gallmin)
Total Volume
(gaI!onal
(6) x (5) x (4)
Volume
per Acre
(gal/acre)
(7)1(Aj
130.E
2.3
08/05/15
3:00
6:00
180
1
165
29700
64s6.91
2.3
2.3
14.95
2.3
8/5/2015
6:00
8:00
120
1
16519800
4332.60
9,96
2.3
8/21/2015
11 M
2.00
120
1
165
19800
4332.60
2.3
9.96
2.31
W1/2015
2:00
4:00
120
1
1651980Q
4332.60
2.3
9.96
2.3
9117/2015
2:00
4:00
120
1
16519800
4332.60
0.8e
3.81
2,3
9/17/2015
4:00
6:00
120
1
16519400
4332.60
0.88
3.01
2.3
912312015
12:00
2!00
120
1
16619800
4332,60
0,88
3.81
2.3
9/23/2015
2.00
4.00
126
1
1651980Q
4332,60
0.88
3.81
Crop Cycle Totals
Owners Signature
Cartified Operator (Print)
Operators Signature
Operators Caruftation No.
NCOA Waste Anayisis or Equidalant. At a minimum, weste analysis Is required within 60 days of land application events.
i' Enter the value received by subtracting column (10) from (5). Continue subtracting column (1 a) from column (11) following each imoation event.
"'Enter nutrient 60urce (is. Lagoon/Storage pond 10, commerical fertilizer, dry litter, etc.)
0
9 'd �1tl� 'ON
U-+UI�0 llriI���A8 WdZ 6 S['JZ tl AcN

FORM IRR•2
Hydrant #
Field Size (wetted acres) A (A
Farm Owner
Owners Address
Owners Phone 9
Field #
4
4.43
DALE ATK)NSON
1587 S NC 50
MAGNOLIA, NC 2845.
910.296.1854
Lagoon Liquid Irrigation Felds Record
One Form for Each Field per Crop Cycle
Grop Type BER
Al (2) M 4AI t51 fB)
Facility Number 31 -
Irrigation Operawr GRAY SHEFFIELD
Irrigation operator's 1587 S NC 50
Address MAGNOLIANC 28453
Operators Phone u 910.2.vo.151 a
From Waste Utilization Plan
Recommended PAN
Loading (IbNacre) = (6) 255
171 fal 191 M111 fill
"'Nutrient
Source
bate
(mrTvddvyrl
Irrf
atlon
WasteAnalygls
PAN'
(Itv1000 pl)
PAN Applied
(IlYecre)
I91xf91
1000
M1rog
Salanc
(It)Jacf
M. • c
Start
Time
End
Time
Total
Minutes
M - (2)
of
Sprinklers
owating
Flow
{fete
(gaVmin)
Total Voluma
(gallons)
(6) x (6) x (4)
Volume
per ACM
(gave-)
1(A)
25G
2.3
05/05)15
2:00
3:00
in
1
10619800
4469.53
2.3
2.3
1028
2.3
5N512015
3:00
5.00
120
1
10619800
4469.53
10.28
2.3
5/22J2015
10:00
12:00
120
1
16519800
4469.53
2.3
10-29
2.3
5/22J2015
12:00
2:D01
120
1
16519600
4469.53
2,3
10,20
2.3
S12312015
12:00
2:00
120
1
16519800
4469.53
2.3
10.28
2.3
5/30/2016
11:00
1:00
120
1
16519800
4.469.53
2.3
10.26
2.3
6/1/2015
1:00
3:00
120
1
16519800
4469.53
2.3
10.28
2.3
6/1/2015
3:DO
5:00
120
1
16519800
4489.53
2.3
10.28
2.3
6/24/2015
1:00
3:00
120
1
16519800
4469.53
2.3
10.28
2.3
8/25/2015
3:00
5:00
120
1
16519800
6704,29
2.3
15.42
2.3
7/15/2015
2:00
4:DO
120
1
16519804
1 4469.53
2.3
10.28
Crop Cycle Totals
Owners Signature
Certified Operator (Print)
Operators Signatvre
Operators Certiflcatten No.
' NCDA Waste Anayisls or Equivalent. At a minimum, waste analysis Is required within 60 days of land application events.
Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from oolumn (11) following each irrigatlon event.
""Enter nutrient source (ie. Lagoon/Storage Pond ID, commerical fertilizer, dry litter, etc.)
0
NVDI SIR 11 '"0N

FORM IRR•2
Hyd rant 4i
Flgld Size (wetted acres) = (A)
Farm Owner
Owners Address
Owners Phone #
Field #
4
4.43
DALE ATKINSON
1587 S NC 50
MAGNOLIA, NC 2845.
910290-1854
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Crop Type BER
01 121 131 141 151 (6)
Facility Number 31 -
Irrigation Operator GRAY SHEFFIELD
Irrigation Operators 1587 5 NC 50
Address MAGNOLIA NC 28453
Operators Phone # 910.296A 516
From Waste Utiltzatlon Plan
Reoommended PAN
Loading (Iblaore) (U) 255
171 191 r91 f101 rill
—Nutrient
Source
Bate
(mrnldulyr)
III rrloation
WasteArlaEyas
PAN'
(I1511000 gal)
PAN Applied
(Itifacre}
x 191
VOID
NVog
Belant
(lb/aa-
(et - C
Start
Time
End
Time
Total
M;nutes
(3) - f2)
of
5pr6nxlere
Operating
Flow
Rate
(geUmin)
Total Volume
tgellonsj
(6) x (5) x (4}
volume
p6rAcr>a
(gaUacre)
(7) 1(A)
B= 102.(
2.3
07/15115
4:00
6:00
120
1
165
19800
4469.53
2.3
2.3
10.28
2.3
8/4/2015
10:00
12:00
120
1
16519000
4469,53
10,28
2,31
8/4/2015
12:00
2.00
1201
1
185198DO
4469.53
2.3
10-28
2-3
8/24/2015
2:00
4:00
120
1
16519800
44-69.53
2.3
1028
2.3
5/24/2016
4:00
6:00
120
1
16519800
44-69,53
2.4
1028
2.3
9/16/2016
10:00
12:00
120
' 1
166
19800
4469,53
0.88
3.93
2.3
9/16/2015
12:00
2:00
120
1
16519800
4469.53
0.88
3.93
2.3
9/18/2015
10:00
12:00
120
1
16519800
4469,53
0.88
3.93
2.3
9118/2015
12:00
2:00
120
1
16519800
4469,53
Q-1$6
3.93
Crop Cycle Totals
Owners Signature
Certified Operator (Print)
Opnratoeo signature
Operators Ceniftation No.
' NCDA Waste Anaylsis or Equivalent., At a minlmum, waste analysis;s required within 60 days of land appllaMon events,
" Enter the value received by subtracting ouldmn (10) from (0). Continue subtracting column (10) from column (11) following each Irrigation event.
—Enter nutrient Source (ie. Lagoon/Storage Pond ID, commerical fertilizer, dry litter, etc.)
U
'd tiltic 'IN
IC�UI I� I1xVIiin9 W D:6 S10Z L( "ON

FORM IRR-2
Hydrant #
Reid Sirs (wetted acres) - (A)
Farm Owner
Owner's Address
Owners Phone #
Field OF 5
4.48
DALE ATKINSON
15878NG60
MAGNOLIA, NC 2845.
910,296.1854
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Crop Type BER
111 121 r31 rdl 1&1 181
Facility Number 31 -
Irrigation Operator GRAY SHEFFIELO
Irrigation Operators 1587 S NC 50
Address MAGNOLIA NC 29463
Operator's Phone* 910,296,1518
From Waste Utilisation Plan
Recommended PAN
Loading (lb/acre) = (13) 255
r71 M rQ1 llnl 111'
-'Nubian)
Source
Date
(mmIddlyr)
JRI
etlon
WssteArrelyule
PAN'
(lb11000 yal)
PAN Applied
(fb/aCre)
161x(2
1000
Nltrog
1391ene
(iblaa
B -
Start
Tlrile
End
Time
Total
Mirll+tes
(3) -(2)
It Of
Sprinklers
Operating
Flux
Rate
(gallmin)
Total Volume
(gallons)
(0)x (5) K (A)
Volume
per Acre
(92114le)
(7)1(A)
- 25:
2.a
04/17/15
10-oo
12.00
120
1
16319560
4366.07
23
2.3
10.04
2.3
4117)2015
12:00
3:00
180
1
163
29340
0549.11
12,99
2.3
5/8/2015
10:00
12:00
120
1
16319560
4366.07
2.3
10.04
2.3
5/8/2015
12:00
2:00
120
1
163195W
4366.07
2.3
10,04
2.31
5/19/2015
9700
11:00
1201
1
16319560
430.07
2.3
10.04
2.3
5/26/2015
11;00
1:00
120
1
163195M
43N.07
2.3
10.04
2.3
612612015
1:00
3:00
120
1
163195W
4 366.0 7
2.3
10.04
2.3
5126W15
1:00
3:00
120
1
16310560
4366,07
2.3
10,04
2.3
6/2/2015
12:00
zoo
120
1
16319%0
438B.07
2.3
10.04
2.3
6/24/2016
10:00
12:00
120
1
18319560
43M.07
2.3
10,04
2.3
W2412015
12:
2:001
120
1
16319560
4366.07
213
lo.
Crop Cycle Totals
Owners Slenature Operator's Signature
Certified Operator (Print} Operator@ CertHicatlon No.
NCDA Waste Ana),1616 or Equivalent. At a minimum, waste analysis is required within 60 days of land application events.
-Enter the value received t,y subtracting column (10) from (8). Continue subtracting column (10) from Column (11) following each Irrigation event. 0
'"'Exeter nutrient source (ie_ Lagoon/Storage Pond 10, oommerical fertilizer, dry litter, etc.)
6 tilbc 'ON 10�U1 0 l l,:l"Hq NvEt:6 � ( 0 Z 'L! 'AIN

EoRm IiRR-2
Hydrant #
Field Size (Wetted acres) = (A)
Farm Owner
Owners Address
Owners Phone #
Field*
5
4A8
DALE ATKIN$ON
1587 5 NC 50
MAGNQLIA, NC 2845,
910196., 954
Lagoon liquid Irrigation Fields Record
One Farm For Each Field per Crop Cycle
Crop Type BER
M 01 f31 1&1 M 181
Facility Number 31 -
Irrigation Operator GRAY SHEFFIELD
lrrigatlon Operators 1587 8 NC 50
Address MAGNOLIA,NC 28463
Operators Phone 0,910,296.1518
From Waste Wrmtion Plan
Recommended PAN
Loading (lb/acre) = (8) 255
C1t IM f91 1101 111'
"'Nutrient
Source
Data
(mmlddlyr)
rrigation
WaamAnaJOS
PAN'
Owl000 gal)
PAN Applied
(11YEk rO)
(a) x 49)
1000
Mtrog
BalarK
(IWac
Start
Time
End
Ti ma
Total
Minutes
(3) • (2)
4of
Sprinklers
Oparst}ng
Flow
Rate
(galJrnl n)
Total Volume
(gallons)
(6► xdd)x (d)
Volume
perAcra
Igallacaei
(7) r (A)
8 141.
2.3
07/07115
10:00
12'00
120
1
16319500
4366,07
2.31
2.3
10.04
2.3
7/7/2015
12:00
2:00
120
1
16319560
4366.07
15.06
2.3
8/6/2015
12:00
2:00
120
1
16319560
430.07
2.3
10.04
2.3
8/6/2015
2:00
4:00
120
11
163195W
4366.07
2.3
10,04
2.3
9/21/2015
9:00
11:00
120
1
16319660
4366.07
0.88
$.84
2.3
9/21/2015
11:00
1:00
120
1
16319660
4366.07
0.85
3.84
Crop Cycle Totals
Owners "neture
Certified Operator (Print)
Operators Signature
Operators Certification No.
' NCDA Waste Anaylsls or Equivalent. At a minimum, waste analysis is required within 80 days of land application events.
—Enter the value received by subtracting column (10) from (13). Continue subtracting oolumn (10) from column (11) following each irrigation event.
'—EnternuMent source (ie. Lagoon/Storage Pond ID, commerical fertilizer, dry litter, etc.)
0
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uoiu l is WWW� AVD:6 �[R 'WAI

FORM IRR•2
Hydrant #
Field S48 (wetted acres) (Aj
Farm Owner
Owners Address
Owners Phone #
Field # 6
0.69
DALE ATKINSQN
1587 8 NC 50
MAGNOLIA, NC 2845.
9 i 0.2-96.1 B64
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Crop Type BER
f11 121 f31 f41 151 ffil
Facility Number 31 -
Irrigation Operator GRAY SHEFFIELD
Irrigation Operator's 1587 5 NC 50
Address MAGNOLIA,NC 28453
Operatora Phone# [phone]
From Waste Utilization Plan
Recommended PAN
Loading (Iblacre) = (8) 255
M fat 191 f101 fill
—NLtrlant
Source
Date
(mm/ddlyr)
Irrigation
waale Analysis
PAN'
(IW1 Doo gal)
PAN Appliad
(I blacre)
i IX&
I ODD
Nivag
caloric
(Iblacl
rs - '
start
Time
End
Time
Total
Mlrnutas
(3) - (2)
P of
Sprinklers
Opal n9
Flow
Rate
(9811min)
Total Volume
(gallons)
($) x (5) x (4)
Volume
per Acre
(galracre)
(7)1(A)
25'
2.3
06/07/16
11:00
12700
60
1
163
9780
14173.91
2.3
32,60
23
5/7/2015
12:00
1:00
60
1
163
9780
14173,91
2.3
32.60
2.3
7I8l2015
12:00
1,00
60
1
163
9700
14173.91
2.3
32.60
2.3
718/2015
1:00
2:00
601
1
183
9780
14173.91
2.3
32.60
2.3
8118/2015
100
2:00
60
1
163
9780
14173.91
2.3
32.60
2.3
8/16/2016
2,00
2:45
45
1
163
7335
10630.43
2.3
24.46
Crop Cycle Total6
Owneee Signature Operators Slgnaturg
Certified Operator (Print) Oporstore Ce6ficatlon No.
NCOA Waste AnayWs or Equivalent. At a minimum, waste analysis is required within 60 days of land applicatlon events.
—Enter the value received by subtracting column (10) from (0), Continue sut)tractlng CO)umn (10) from Column (11) folloWirlg each irrigation event
"'Enter nutrient source (le. Lagoon)Storage Pond ID, commerical fertilizer, dry litter, etc.)
0
11 d ti(. E °N uaiul,l� W,11111;n� &D:6 �110Z L1 "ON

FORM IRR-2
Hydrant #
Field Size (wetted acres) = (A)
Farm Owner
Owners Address
Owners Phone y
Field #
7
94
DALE ATKIN50N
1587 S NC 50
MAGNOLIA, NC 2045.
910.296.1854
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Crop Type BER
111 f21 f31 fd1 151 tAl
Facility Number 3l -
irrigation Operator GRAY SHEFFIELD
Irrigation Operator's 1587 3 NC 50
Address MAGNOLIA,NC 2W3
Operators Phone it $10.296.1518
From Waste Utilization Plan
Recommended PAN
Loading (lblacre) " (B)255
4-71 (Al IQ) flnl 111'
"-Nulrlent
source
Dale
(PVTVftyr)
Irrl
ation
Waste Analyeio
PAN'
(lb11000 gel)
PAN Applied
(Ibracre}
(8) x (91
1000
Nilrog
9alaw
(IDhac
B - t
Start
Time
End
Time
Tow
Minutes
(3) - (2)
# of
Sprinklers
operating
Flow
Raw
tgaVmin)
ToW Volume
(gallons)
(6) X (5) x (4)
Volume
per Acre
(gallaore)
(7)1(A)
B- 25,
2.3
04/10/16
10:00
12:001
120
1
163195M
4964.47
2.3
11.42
2.3
5/4/2015
10.00
1:00
180
1
163
29340
7446.70
2.3
.17,13
2.3
5/412015
1:00
3:00
120
1
16319560
4964.47
2.3
11.42
2.3
5/20/2015
12:00
2;00
120
11
163
19580
4964-47
2.3
11,42
2.3
5/2012015
2:00
4:p0
120
1
163
1958U
4964.47
2.3
11,42
2.3
5/29/2015
2:00
4:00
11201
1
16319560
49".471
2.3
11.42
2.3
5/29/2015
4:t]0
6,00
120
1
16319500
4964.47
2.3
11.42
2.3
6/26/2015
2:00
4:00
120
1
163
19560
4904.47
2.3
11 A2
2.3
6/28/2015
4:00
6:00
120
1
16319560
4964,47
2.3
11.42
2.3
7/14/2015
10:00
12:00
120
1
16319560
4964A7
2-3
11.42
2.3
7114/2015
12:00
2:00
120
1
16319560
4964.4712.3
11.42
Crop Cycle To4sis
Owners Signature Operators Signature
Certified Operator (Print) Operators Certlflaation No.
NCDA Waste Anaylsis or Equivalent. At a minimum, waste analysis is required within 60 days of land application events,
"Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigatlon event.
"'Enter nutrient source (ie. Lagoon/Storage Pond ID, commerical fertlizer, dry litter, etc.).
�I d '°N U0}ui l� MD:6 SIOZ LI '^ON

FORM IRR-2
Hydrant # 7 Field # r 7
Field Size (wetted acres) = (Al
Farm Owner
Owners Address
Owners Phoned
3.94
DALE ATKINSON
1587SNC60
MAGNOLLA, NC 2845_
910, 296,1654
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Crop Type BER
ltt r21 (s) 141 (51 (M
Facility Number 31 -
Irrigation Operator GRAY SHEFFIELD
Irrigation Operator's 1587 S NC 50
Address MAGNOLtA,NC 213463
operators Phone # [phone]
From Waste Utilization Plan
Recommended PAN
Loading (Iblecre) = (8) 256
(7) IA) (9) 1`10) (11'
"'Nutrient
Source
Date
(mrnlddlyr)
Irriwicirl
WasteAnaiyea
PAN
(lb/1000 gal)
PAN Applied
(Ibracre)
x g
1000
M"
"am
(Itvac
te) - t
Start
Tlme
End
Time
Total
Minutes
(3) - (2)
#of
sprinklers
Oparat;ry
Flow
Rate
igallm:n)
Total Volume
(gallons)
i81 x (5) x (4)
Volume
per Acre
(gaUaore)
(7)1 (A)
= 177.1
2.3
08/05/15
ID0
6:00
120
1
183
19560
49t34.47
2.3
11 A2
2.3
8/5/2015
6100
8:00
120
1
163195M
4964.47
2.3
11.42
2,3
W2112015
1:00
2.00
120
1
16318560
4a64-47
2-3
11.42
2.3
8/21/2015
2:00
4:00
120
1
163
19560
4964 47
2.3
1142
2.3
9/17/2015
2:00
4:00
120
1
16319W
4964.47
0.88
4.37
2.3
9/17/2015
4:00
6:00t
120
1
16319560
4964,47
0.88
4.37
2.3
9123/2015
12:00
2:00
120
1
163
19660
4964,47
86
436.07
2.3
9l2312015
2:00
4:00
120
1
16319580
4964.47
0.88
4.37
Crop Cycle Totals
Owners Signature
Certified Operator (Print)
Operator's Signature
Operators Certftation No.
' NCDA Waste Anaytsis or Equivalent. At a minimum, waste analysis is required within 60 days of land appllcal)on events.
" Enter the value received by subtracting calumn (10) flom (0). Continue subtracting column (10) from column (11) fodowing each imgation event,
'—Enter nutrient source (le, Lagoon/Storage Pond ID, commerical fertilizer, dry litter, etc.)
C
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FORM IRR-2
Hydrant 4
Field Size (wetted acres) _ (A)
Farm Owner
Owners Address
Owners Phone #
Meld p
8
4.30
DALE ATKINSON
1587 S NC 50
MAGNOLI NC 2845.
810.296.1854
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crop Cycle
Crop Type BER
I11 12) tit rat rF1 rat
Facility Number 31 -
Irrigation Operator GRAY SHEFFIELD
Inigatlon Operators 1587 5 NC 50
Address MAGNOLIA,NG 28453
Operator's Phone # 1910,2N.1518
From Waste Utilisation Plan
Recommended PAN
Loading (Iblacre) = (a) 25550
.71 rA1 191 rint Ilv
--'Nutrient
Source
Date
(mrrVftyr)
irrigat,lor
Wash Analysis
PAN'
(W1000 Qa!)
PAN Applied
(Ibrac:re)
K B
1000
Mtros
BatarK
(Ityac
B -
B= 25`'
Start
Time
End
Tlrne
Total
Minute8
(3) - (2l
# of
SprinKlere
operating
Flaw
Rate
(gaUmin)
Total Volume
(gallons)
(6) x (5) x (4)
Volume
par Acre
(gaVaere)
(7) ! (A)
2.3
05/05/15
2:00
4:00
120
1
16319560
4466,75
2.3
10.27
2.3
5/5/2015
4:00
6:00
120
1
16319560
4465.76
2.3
10,27
2.3
5122)2015
10.00
12:00
120
1
16319560
4466.75
2.3
10.27
23
5/2212015
12:00
2:00
120
1
163
19560
W5.75
2.3
10.27
2.3
5/23/2015
1100
2:00t
120
1
16319560
4465.76
2.3
10.27
2.3
6/3012015
11:00
11.00
120
1
16319660
4465.75
2.3
10.27
2.3
6/112015
1:00
3:00
120
1
16319580
4465.76
2.3
10.27
2.3
611/2016
3:00
5:00
120
1
18319580
4465.76
2.3
1027
2.3
6QS12015
1:00
2:00
120
1
16310500
4465.75
2.3
10,27
2.3
6/25/2015
2:00
4:00
120
1
16319560
4485.75
2.3
10.27
2.3
7/15/2015
2:00
4. DO,
120
1
18319W
4465.75
2.3
10.27
Crop CyCle Tolais
Owners Slgnature
Cen bed Operator (Print)
Operators signature
Operator's Certification No.
NCUA Waste Anaylsis or Equivalent. At a minimum, waste analysis Is required within 60 days of land application events.
Enter the value recelved by subtracting column (10) from (B). Continue subtracting column (10) from column (11) following each irrigation event.
'-Enter nuiffent Source (ie. Lagoon/Storage Pond ID, commerical fertilizer, dry litter, etc.)
{
uo{ui�� ll q'y++�9 War :6 S10Z LG ^'I'N

FoRm IRR•2
Hydrant #
Fleld Size (wetted acres) r. (A)
Farm owner
Owner's Address
Owners Phone #1
Field p
B
4.38
DALE ATKIN50N
1587 S NC 50
MAGNOLIA NC 2848,
910.296.18U
Lagoon Liquid Irrigation Fields Record
One Form for Each Field per Crap Cyc4e
Crop Type BER
(11 f2) 131 141 151 flit
Facility Number 31 -
Irrigation Operator GRAY SHEFFIELD
Irrigation Operator's 1587 S NC 50
Address MAGNOLIA,NC 28453
Operator's phone # [phone]
From Waste Utlliratlon Plan
Recommended PAN
Loading (Iblaere) = (8) 25560
(71 46) (9) 1101 0 V
"'Nutrient
13"me
Date
(mmlddf)r)
rci
86on
Waste Analysis
PAN'
(lb11000 gall
PAN AppGad
(I&Eicre)
181 PC 191
1000
P4"
Belant
{Ib19ci
Stan
Time
End
Time
Total
Minutes
(3) - (2)
# e?
sprinklers
Operating
Flow
Rate
(galrmin)
Total Volume
(gailona)
(0) x (5) x (4)
Volume
per ACM
(gal la ore)
(7) 1 (A)
129.1
2.3
07/15115
4:00
6:00
120
1
16319560
4465.75
2.3
10.27
2.3
0/4/2015
10:00
12:00
120
1
16319560
4465.75
2.3
10,27
2.3
9/412015
12:00
2:00
120
1
16319560
4465,75
2.3
1017
2.3
8/24/2015
2:00
4:00
120
1
16319560
4405.75
2.3
10.27
2.3
8/24/2015
4:00
6:00
120
1
16319560
1
4465.75
2.3
10.27
2.3
9/18/2015
10:00
1100
120
1
163
19%0
4465.75
0.88
3,93
2.3
16-Se
12:00
2:00
120
1
16319560
4466,75
0.88
3.93
2.3
9/16/2015
10:00
12:00
120
1
163195W
4465.75
0.88
3.93
2.3
9/18/2015
12:00
2:00
120
1
16319500
4465.75
0.88
3.93
Crap Cycle Totals
Own6f 85ignature
Certified Operator (Print)
Operators Signature
Operator's CantfiCation No.
NCDA Waste Anaylsis or Equivalent. At a minimum, waste analysis is required within 60 days of land applicafon events.
Enter the value received by subtracting column (10) from (B). Continue subtracting column (10) from Column (11) following each irrigation event.
'-Enter nutrient source (ie. Lagoon/Storage Pond ID, commeriem fertilizer, dry litter, etc.)
0
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NCDAACSA4runornicDivision Phone- IVID)T73.M56 Tgabs".. wwwneapravirmaronomtl FY16-NW02M
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�., Prodietllre Ckent ASS Farnly (=arms Adrasor. ,
1507 5 NC M
F Waste Report C Magnolia, 450
Du�Oounly
se.pr.d: 10f3DR015 "arched: 1110](2015 CemWr.a 1 U3642015 Farm: Links to lidglul Intermatton
Sample Intormadon
Nutrient and Cover Mrasvrenwisls
Mtr0.4M rnl) top-) P rPtr4 K fiwmx Ca (tsar) Mp (ppad S JApm) Fe (ppV Adn &uuW 7rt fxm) Ou fPPw f) fapm) life (piny) C (PP 4
SaroplelD_ #1
Tow 24-13 413 42.5 318 22.8 1.64 0.21 0.55 0.52 0.57 121
ilrasfe Code: ALS
DescdDeton_
TalatKfia tafti 2[2 -------------------------------- .......... ..-----------------------------------------------------
Swuse Lagoon Uq.
pH LAY! {rXvj SS 00-3SAMV EC (mStam) LSE' (%j ALE(11X70 gal.) G'N
JnorSrarlic N
1VFi+N 7.5a
ANIAW
Ofpwic N M (pom) Cd (lwm) Ft fpwn7 Ad 1pam) Se fRnm) Lf (pam) As (Apra) Cr (Axn) Co (pnar) CI (scam) Ado lwyn)
11rga
EsCmob! of hluldonts Aveitubtr for First Crop (ib l t000 9e[.) ; Cover Ereemem (lb / 1000 gal.)
AppllcaflooMethod
K P2>S K2O Ca AdR S Fe bm Zo Cu a Ak 0 me AF Cd Pb At Se Li
ln%ptmn
0-88 0.48 4.13 0.35 0-2T 0-19 0.01 T T T T 1.01
lJndersbandir�g ttrr taTasu iprpoR • - aderltlolraf intarrrlellnrC rrww. nca&Ir.pov)agrorham!(y7dllrles(tn.rssee_pdT 8 wurrl_nc+rpr.Arnrfapranoml+polbiast�►�astepuide.pd!
Nrrtr*X oonoirntratEons and oilier data ore This report are pa 4:lad so that weatie materials can be spoiad at agronomic rains, thereby suppferrrrrrlAhg or mdurft lerftlbaar application and
preventing enukvnmento conlamination. in reading that Laboramvy Resins secion, remember that materials with < 15% dry matter (gerwraliy liquids) are anatyad as rece1wed; all other
nasies are dried OraL Values in Ilse Emtimafa of Nutrients Available for First Crop section, am based an the type or waste and nmMhod of application you spedly and reflect the tact that
A* 40-801Y of the nitrogen end 74100% of oMrer prrbkgo bami ne awamble within one year of appllraton. The rernaladet tneV or may llo( aver tseoome avaMatbe.
. ppm - part, per rrrlillon: S - siemens; rn5 - mirlaienlens; T e trace (<t1.00.5 1bAOt); EC - ei®alrlcsl aurrductMty; GCE - caldurn rarbonale equhaalenaff, ALE * a0ricullural itme
equivalence; pH • addiby or basicity: DM% - % dry matter,tar semiedid and solid waste samples, MIL wlue 1adlikates coriwmion at dry -basis concentrations (WM) back to reel4msrs at
urlglna[ rampte� C:N ratio - carbomnirrosen rudo-
orth Carolina Repmgrananarg of the laboratory4nM3-tmatlon4nanaparnerri system that makes &his report possihte is being fundad
QWaugh a grant horn the.North Carotins Taba=a Trust Fund Cogrmisslon-
IMIQ M -- Thor* you for gang agr WUMMic servitor 1u ararwwe nwrl ears mat sq(egrronl em it nmer+ra( #wdiry
Ikx.v ]raft Furw Cannr%wv - Slam Tivaler. CLAwwissiwwr of
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MCDA&CS Agronomic CwWon Plwm. j9t9j 733-2655
Webalke- www_ncapr-go4iaQtcnonril
Rpporl mo.
FY15Sl_003418
Client.
ABS Farn1ly Fauna
Advisor.
Predictive
15E7 S NC SD
s 7 s
Magnolia, NC 28453
ti Soil Report MehiicFt3 Extraciian
Sanded County: Duplln
aampvd: MIS2014 11,4.ad: 0611OMi4
rarmp1■Ird: 0t3i21312014 farm:
unua to HelDMl
lrrfmmadtaat
N
Sample ID: 1 Recommendations: Limo
Nuhlents(lhhKwe)
more
Crop (taraslacrpi
N P705
K20
VQ S
Uri
Zn
Cu S
into 1 soon
Lime History_ 1. 6e,tlarda hav"i., M 0.0
180.22D 0
0
0 0
a
0
0 0
1
Note: 1
2. -lBernwda s„ 1, 0.0
1a0-zr4 0
a
0 a
0
0
0 0
Nall 12
Test Rpsufb (:hits . VUW In g0cni1; GEC and No in meWI00 crrr� NO3-N in mgtdm3:
Sol Class:
Mineral
HU% 11liV CEC 136% Ac pH P-1 K4
Ca% wq% 8-[
Mn-1
Mn-AN M"12
Zn-1
Zn-Al
CDA No ESP
SS4 ELdtN
0.97 1,16 7.3 so 1-5 6.3 253 170
52 i6 37
42
38 38
18'0
160
IN 02 3
Sanalde 133; 2
Re coamnendations- L Yore
Nutrients (lblacrej
IYtane
Crop {taaasr__r
N PZ05
K20
lllp S
Mn
Zn
Cu B
Information
Lime History,
1-6earrada haylpasl., M 0.0
1410-220 0
0
0 0
PITS
0
0 0
MDce: 12 Notr_ S
Nate: 12 Note S
2-Fjernpda haylpwl., A 0-0 180-220 0 0 0 0 pH$ 0 0 0
Test Resorts [unlls - tflflV In glom'); CEC and No In m,egfloo cant NO,--N in oigidmr):
Sall Glass:
Mineral
HULL Yr N CEC B % At PH P-1 K-1
Go% AV% S-1
Ma-t
Un-Ah Mn-Al2
Zn-I
Zo-AI
Cu4 us ESP
SS4 W13-N
0.71 1.19 5.9 82 1.1 6.8 257 154
93 16 30
39
3D 3D
192
192
205 0.2 3
samOv 10, 3
Recommendations: Late
Nutrients [Wacre
loaav
Crop Ci—sfacta)
N P205
K20
Mg S
Mn
Zn
Co B
Infamtption
L)me "[Story_
1-Bermuda haVlPasL, M 0.0
laii-220 0
0
0 0
pH$
0
0 0
14DW 12 Note: 3
2- Bermuda haytpazl., A 0-0
[81F220 0
0
0 0
pHS
0
0 0
Noia: 12 tiDte: S
Test Results [units - VWV in glcml; GEC and Na in nreg1100 an? NO3-?4 in mp[dwr :
Soil Class_
Mhaaral
1411111% 191V CEC 06% Ac pH P-1 K-1
Cz% 61g% $-1
Mn-I
Illn-All "n4Q12
Zna
Z"11
Cu.1 me ESP
534 NOa-N
0.80 1.18 6.0 63 1,0 6.7 250 161
53 16 31
37
29 29
192
r92
2177 0.2 3
North Carolina Repragrarnmllg o[ The laboralDry lntanlw9arrnunagcanenl eystem teal makes bis report poodle is being funded
through a grant tram the North Caralita Toteem Trust Fund Commiss6un.
Thant you tnr using apron4arllc saAoes to manage nutrients and safeguard ertMironmeMaS quaflY-
Stave Trox
a

CC7
NCDALCS Agronomic Division Phase: 19121 T33.26S5
Webs"- wrrw.nraigr-ipoviepmnarrl
Report No_
FY155Larm,i to
Page 2 at 3
Sample M: acammentlations: Lime
Nubients (!nacre)
Musa
rap Itoasoacrej
N P205 K70
IITA
S
Mn Za
Cu $
8dnrmsWe
Lime Hlstnc-8ermuda hapipasL, M 0.0
LA2
180.220 0 0
0
0
pH$ 0
0 o
Mole: 12 Note: i
!Mate: 12 Gate: b
-Bermuda ha f ast, 6 11.0 IM220 0 0 0 0 HS 0 0 0
Test Results junib - VkVV in glc ,, CEC and No In mag1100 cant N0s-N
1n mgfdnr):
Soil Class:
Mberal
HM% VM CEC 8S% Ac PH PJ K-1
C8% Ug% $A 61n4
M1 h-Ari
On-M2
Zp4 Z"l
Cud He ESP SSJ MDs-M
0.60 tAb 6.1 83 1.0 6.7 273 169
53 16 33 38
29
29
200 200
231 0.2
3
ts1

CZ
MGDA&CS Apronomoc Dtitkitm - Plsorre: [phone] WARbsita: tirww.ncsgr,&Wapronom;r
Report gin- FY 15-SL003 3 B "
Page 3 d 3
Understanding the Sail Report; explanation at reeaauroments, ahbrovinflams And unKs
Recommendations
Ripen Abbraw6aHorns
Lhme
At:
exclongeable anwLy
it testing finds !hart sail pH is too low tar the craps) indicated, a lime recommerdsaan will be given in units of either
s
baron
tonracro or WIWI) sq A. For best results, mix the lime into the top 8 to 8 inches of sail sevetaf months baftiv planting.
BS%
% CEC aompled by basic catiom
For no -tit or established plantings where this Is naf possible, apply no more than 4 to 1.5 tonfacre �50 lbf1000 sp R} at oni
i Cv%
% CEC occupied bit calcium
time, even if ew report mcmrnmends mare. You can apply the rest In similar Incrernents every six months until the full rate
CEC
cation exchaege capacn
is applied- If MG is recommetnded and lime is needed, use dolomitric lime.
Cue
capper index
ESP
exchangeable sodium percent
FerillIM
hlf1 %
pew -eat hurnlm mafter
Rerammmndations for 170d crops or offaer ferpe arms are listed saparalely for each nulriarrl to be added (in units of
KJ
polascMrn index
ibfatse unless othervA5o specified). Recommendations for M (and sometimes far B) are based on rowerchAeld studies
K'O
polash
for the cap being grown, not an soil test results Ka and P-1 values we based on lesf results and should be a So. it they
Ma%
% CEC nompled by magnesium
are no4 follow the fertilizer reconvnendsttons given. it Mg Is needed and no time is recommended, "-22 (11.5% Mg) is
MIN
(newral sos Cass
an exoallonl source; 175 to 250 lib per acre alone or in a lertil®er blend will usually satisfy crap needs, SS-f levels appear
Mn
merrgenese
only an reports for greenhouse soil or problem samples,
Nn All
ktn-avaffabitily Index for crap 1
Ain-At2
Orin-evallablIfy Index too crap 2
arrrmerdal
Farmara and other c producers should pay special attention to rtaicrunrrbdertt !strafe. If Z, pfi$, SpN, C or Z
M-0
M-0
manganese index
rntnerai-cuganic sn'1 class
nate5ans appear an the sot report, retar to SNOW Saoondery MAI liens enld MilcromAief9s_ In yennral, homeowners do rwt
N
ntYagan
need to be concerned about micronutrients. Various crop notes also address lime fertilizer needs-, visit
HE
sodluro
mcapr.gaWagromonirpubsAft.
No,A
Whiutenttragen
ORG
organic soil doss
Recammendaiions far small areas, such as hams rags gardens, are listed In units of tbdi 000 sq R . If you Cannot find
pH
current sof pH
the exad bmii zw grade recornmended on the report, visit Www.ncaprgowlaavanamLdzdasrr4.hrid information that
Pa
plroaphorvs Index
may help you choose a conkmrable alternate. For more information, rued A HomBoAmes' d
r3m
phosphate
S-f
MAke index
Test Results
SSJ
adutsle soft Index
vi7v
waialst per volume
The First smmn values {soil class, t^ M%, Wtv. CEC, SS%, Arc and pHj describe the sail and its degree of aridity. The
Zn At
nice saeiebillty Index
remaining 18 if'-[, K4, C.8%. Mg%, Mn I, DAn-Alt, Mn-AI2, Zn-I, Zn-Al, Curl, S-f, SSa, Na. ESP, SS -I, NO" (not roull3nall
Zna
Ow Index
available)] Indicate levels of plant nutrients or othat fertility measurement. Visit wwtvrtcacr-aov}a�anormiF�yrat lum

i
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-86
Facility Name: ASS Family „Farms
Certified Operator Name:
Aaron Sheffield
County: Dupfin
Operator Number: 18144
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): 14 _................. 21
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations, Bolume and PAN content of waste
to be pumped and hauled is reflected in section Ill tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
'Attach a complete schedule with corresponding animal units and dates fro depopulation
cif animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possiNe date to begin land application of waste; 2115/2010
I hereby certify that I have reviewed the information listed above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
ABS Family Farms Phone
Facility OwnerlManager Sprint)
~ Date:
ac ity Owner/Manager (signalur
910-290-1026
2/11 /2010

11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1. Structure ID: DA
line m =
825.2 lb PAN
2. Structure ID:
line rn =
lb PAN
3. Structure ID:
line m =
lb PAN
4. Structure ID:
line m =
lb PAN
5. Structure ID:
line m =
lb PAN
6. Structure ID:
line rn =
lb PAN
n. lines 1 +2+3+4+5+6= 825.2 lb PAN
Ill. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o, tract 9
p. field 44
q. crop
r. acres
s. remaining IRR
PAN balance
(Iblacre)
t. TOTAL PAN
BALANCE FOR
FIELD jibs.)
column r x s
u. application window'
T3976
1
Bermuda
2.25
255,00
573,8
March -Sept
T3976
2
Bermuda
4.17
255,00
1063.4
March-Seet
T3976
3
Bermuda
4.57
255.00
1165.4
March-Seet
T3976
4
Bermuda
4.43
255.00
1129.7
March -Sept
T3976
5
Bermuda
4.48
255.00
1142.4
March -Sept
T3976
6
Bermuda
0.69
255.00
176.0
March -Se t
T3976
7
Bermuda - -
3.94
255.00
1004.7
March -Se t
T3976
8
Bermuda
4.38
255.00
1116.9
March -Sept
`State current crop ending application date or next crop application beginning date for available
receiving crops during 30 clay draw down period.
v. Total PAN available for all fields (sum of column 0 = 7372.1 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 825.2 lb. PAN
PoA (30 Day) 2121/00

x. Crop's remaining PAN balance (line v from section Ill) _ 7372.1 lb. PAN
y. Overall PAN balance (w - x) _ -6547 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options; recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed. Producer also has corn In their NUP that will be available to apply on starting
Monday, as long as the fields are dry enough for application and then seeding within 30 days of application.
PoA (30 Day) 2121/00

PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure NamelIdentifier (ID): IDA
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a, current liquid level according to marker 14.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 5.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) $7936 fe
e. line cl12 x line d x 7.48 gallons/ft3 274067 gallons
3. Projected volume of waste liquid produced during draw down period
f. temporary storage period according to structural design 8-01 days
g. volume o? waste produced according to structural design ft3
h. GUrrent herd #1 F--35--20-1certified herd #1 3520
actual waste produced = current herd # x line g = 116047 ft
certified herd #
i. volume of wash water according to structural, design ®fe
j. excess rainfall over evaporation according to design ft'
k. (lines h + i + j) x 7,48 x 30 days/fine f= 211321 gallons
4. Total PAN to be land applied during draw down period
I. current waste analysis dated L 8/26/20091 1 1.70 Ibs/1000 gal.
m. ((lines e + k)/1000) x line I = 825.2 lbs. PAN
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21100

12/03/2009 THU 11:32 FAX [phone] WRLNMI
fM 001/005
a
Own
Murphy Brown LLC
PO Box 856
2822 Hwv 24 West
Warsaw,14C 28398
Thane [phone]
Fax [phone]
Fax Transruittal Sheet
+�,rl Fax
Phone, Daie:
2e CC.•
❑Urgent ❑ For Review Please Reply ❑ 'lease Recycle
DEC 0 3 2009
BY:
IN

12/03/2009 T'HU 11:32 FAX [phone] WRLNX1
PLAIN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number, 31-86 County: Duplin
Facility Name: A13S Family Farms
Certified Operator Name: Aaron Sheffield Operator Number: 15144
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
N N
17 25
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. 13alume 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 appro'val from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponr,.ing 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:
$12612009
I hereby certify that 1 have reviewed the information fisted above and included within the
attached Plan of Action, and to the best of my knowledge and ability, the information is
accurate and correct.
ABS Family Farms Phone
Facility Owner/ ana er (prints
©ate:
Facility Owner/Manager (signatu )
910-290-1026
1213/2009
191 002/ 005

12/03/2009 THU 11:33 FAX [phone] WRLNMI
fib 003/005
If. 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: DA
line m = 449.3 lb PAN
2. Structure ID:
line m =
lb PAN
3. Structure ID:
line m =
lb PAN
4, Structure ID:
line m =
lb PAN
5. Structure ID:
line m =
lb PAN
6. Structure ID:
line m =
lb PAN
n. lines 1 +2+3+4+5+0= 449.3 lb PAN
Ili. 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
1
r. acres
s. remaining IRR
2 PAN Mance
#. TOTAL PAN
BALANCE FOR
FIELD {Ibs.}
column r x s
u. application windmy�
T3976
1
Small Grain
2.25
50-00
112.5
^T
Sept - April
T3976
2
Small Grain
4-17
50,00
208.5
_
Sept - April
T3976
3
Small Grairi
4.57
45.00
205.7
_
Sept - April -
T3976
4
Small Grain
4.43
45.00
199.4
Sept - April
T3976
5
Small Grain _
4.48
50.00
224.0
Sept -
T3976
6
Small Grain
- 0.69
50-00
34.5
Sept April
T3976
7
_
Small Grain_
3.94
50.00
_ . 197.0
Sept -April
T3976
-- 8
Small Grain
4.38
50.00
219.0
- _ —_-
Sept - /-April
'State current crop ending application date or next crop application beginning date for available
receiving craps during 30 day draw down period.
v. Total PAN available for all fields (sum of column Q = 1400.5 1b, PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
W, Total PAN to be land applied (linen from section 11) = 449.3 lb. PAN
PoA (30 Day) 2121/00
0

12/03/2009 THU 11:33 FAX [phone]YRLNM1
16004/005
x. Crop!s remaining PAN balance (line v from section 111) = 1400.5 lb, PAN
y. Overall PAN balance (w - x) = -951 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 facil' .
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2/21100

12/03/2009 THU 11:33 FAX [phone] WRLNK1
Ia 005/005
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): IDA
2. Current liquid volume in 25 yr./2'- hr. storm storage & structural freeboard
a. current liquid level according to marker 17.0 (riches
b. designed 25 yr./24 hr. storm & structcraI freeboard 119.0 inches
c. fine b - line a (inches in red zone) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 87936 ft2
I
e.. line c/12 x line d x 7.48 gallons/ft3 109627 gallons
3. Projected volume of waste liquid produced during draw down period
€. temporary storage period according to structural design C 180 days
g. volume of waste produced according to structural design 116047 fl,
h. current herd # 352Q certified herd ff 3520
actual waste produced =: current Irerd#t x line g = 11.,6047 fO
certified herd #
i. volume of wash wator according to structural design
j- excess rainfall over evaporation according to design
k. (lines h + i -t j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during dralN down period
1. current waste analysis dated J 8/2612009
m. ((lines e + k)/1000) x line I µ
I
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE,
(Click on the next Structure tab shown Wow)
PoA (30 Day) 20100
(3t3
53462 ft"
211321 gallons
1.40 lbs/1000 gal.
449,3 lbs. PAN

Z
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:
31-86
County: Duplin
Facility Name: ABS Family Farms
Certified Operator Name: Aaron Sheffield Operator Number:
18144
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
N N
17 25
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates fro depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 8/26/2009
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.
ABS Family Farms Phone:
Facility Owner/Manager (print)
Date
Facility Owner/Manager (signature)
910-290-1026
12/3/2009

s
II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR./24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: DA
line m = 449.3 lb PAN
2.
Structure ID:
line m =
lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n.lines 1+2+3+4+5+6= 449.3lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD. DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(Ib/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u. application window'
T3976
1
Small Grain
2.25
50.00
112.5
Sept - April
T3976
2
Small Grain
4.17
50.00
208.5
Sept -April
T3976
3
Small Grain
4.57
45.00
205.7
Sept - April
T3976
4
Small Grain
4.43
45.00
199.4
Sept - April
T3976
5
Small Grain
4.48
50.00
224.0
Sept -April
T3976
6
Small Grain
0.69
50.00
34.5
Sept - April
T3976
7
Small Grain
3.94
50.00
197.0
Sept - April
T3976
8
Small Grain
4.38
50.00
219.0
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) = 1400.5 lb. PAN
IV: FACILITY'S PoA OVERALL PAN BALANCE
PoA (30 Day) 2/21/00

w. Total PAN to be land applied (line n from section II) = 449.3 lb. PAN
x. Crop's remaining PAN balance (line v from section Ili) = 1400.5 lb. PAN
y. Overall PAN balance (w - x) _ -951 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN based
on new information. If new fields are to be included as an option for lowering lagoon level, add these fields to the
PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to another permitted
facility, provide information regarding the herd population and lagoon freeboard levels at the receiving facility.
NARRATIVE:
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is availabl
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 Name/Identifier (ID): IDA
2. Current liquid volume in 25 yr.124 hr. storm storage & structural freeboard
a. current liquid level according to marker 17.0 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0 inches
c, line b - line a (inches in red zone) = 2.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 87936 ftz
e. line c112 x line d x 7.48 gallons/W 109627 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 116D47 ft3
h. current herd # 3520 certified herd # 3520
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 $12612009
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
116047 ft'
ft3
53462 ft3
211321 gallons
1 . - 401 Ibs11000 gal.
449.3 lbs. PAN
PoA (30 Day) 2/21 /00

3/00r
Murphy -Brown, LLC 3/27/2009 2822 Hwy
w 24 Box West
56
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): ABS Family Farms, Inc.
Farm Name: ABS Family Farms, Inc.
County: Du lin
Farm Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Feeder to Finish 4760
Storage Structure:
Storage Period:
Application Method:
Anaerobic Lagoon
>180 days
Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWQ regulations.
REC�gVEI�
5. Wind conditions should also be considered to avoid drift and downwind odor
problems. APR 0 3 2009
6. To maximize the value of the nutrients for crop production aWd.r� a the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1 of 8
RECEIVED J DENR 1 DWQ
AQUIFFa-FRnTFr.T1nN SFCTIQN
APR 0120�q

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made, which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR ( gallons, W, tons, etc.):
Capacity Type Waste Produced per Animal TOW
Farrow to Wean
3212 gal/yr
gal/yr
Farrow to Feeder
4015 gallyr
gallyr
Farrow to Finish
10585 gal/yr
gallyr
Wean to Feeder
223-gaVyr
gavyr
4760
Feeder to Finish
986 gal/yr
4,693,360 gallyr
Total 4,693,360 gallyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (lbs):
Ca aci Type Nitrogen Produced per Animal Total
Farrow to Wean
5.4 Ibs/yr
Ibs/yr
Farrow to Feeder
6.5 Ibslyr
ibs/yr
Farrow to Finish
26 Ibslyr
lbs/yr
Wean to Feeder
0.48 Ibs/yr
Ibslyr
4760
Feeder to Finish
2.3 Ibs/yr
10,948 lbslyr
Total 10,948 Ibslyr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 87.898
Total N Required ist Year: 22471.34
Total N Required 2nd Year: 8721
Average Annual Nitrogen Requirement of Crops: 15,596.17
Total Nitrogen Produced by Farm: 10,948.00
Nitrogen Balance for Crops: (4,648.17)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2of8

Reception Area Specifications
Tract Field Irrigated Soll 1st Crop Time to 1st Crop 1st Crop Lbs N1Ac Lbs N Total Ibs N
Acreage Type Code AovIv Yield Ibs NlUnit Residual /Ac Utilized
2nd Crop Time to 2nd Crop 2nd Crop Lbs NIAc Lbs N Total Ibs N
Code Avolly Yield Ibs NlUnit Residual IAc Utilized
Total
Lbs NlAc
Total Ibs N
Utilized
3976-
1
2.25
Foreston
B
MarSe t
5.1
50
255
573.75
K
Seet-Mar
1
50
5o
112.5
305
686.25
2
4.17
Foreston
B
Mar -Se
5.1
50
255
1063.35
K
Sept -Mar
1
50
50
208.5
305
1271.85
3
4.57
Foreston
B
Mar -Sept
5.1
5o
255
1165.35
K
Sept -Mar
1
50
5o
228.5
305
1393.85
4
4.43
Foreston
B
Mar -Sept
5.1
50
255
1129.65
K
-Mar
1
50
50
221.5
305
1351.15
5
4.48
Foreston
B
Mar -Se t
5.1
5o
255
1142.4
K
Se t-Mar
1
So
50
224
305
1366.4
6
0.69
Foreston
B
Mar -Set
5.1
5o
255
175.95
K
Soot -Mar
1
5o
50
34.5
305
210.45
7
3.94
Foreston
B
Mar -Set
5.1
1 50
255
1004.7
K
-Mar
1
50
50
197
305
1201.7
8
4.38
Foreston
B
Mar -Sept
5.1
50
255
1116.9
K
-Mar
1
50
50
219
305
1335.9
1
0.302
Foreston
B
Mar -Set
5.1
50
255
77.01
K
SW -Mar
1
50
50
15.1
305
92.11
2
0.604
Foreston
B
Mar -Sept
5.1
So
255
154.02
K
Sept -Mar
1
5o
50
30.2
305
184.22
3
0.604
Foreston
B
MarSe t
5.1
50
255
154.02
K
Sept -Mar
1
50
50
30.2
305
184.22
4
0.604
Foreston
B
Mar -Sept
5A
50
255
154.02
K
Se -Mar
1
50
50
30.2
305
184.22
5
0.604
Foreston
B
Mar -Sept
5.1
50
255
154.02
K
Se t-Mar
1
50
50
30.2
1 305
184.22
6
0.302
Foreston
B
I Mar -Set
5.1
50
255
77.01
K
Sept -Mar
1
1 50
50
15.1
305
92.11
7
0.56
Foreston
B
Mar -Sept
5.1
1 50
255
1 142.8
K
Se Mar
1
5o
50
28
305
170.8
8
0.56
Foreston
B
Mar -Sept
5.1
1 50
255
142.6
K
Sept -Mar
1
50
50
28
305
170.8
9
0.28
Foreston
B
Mar -Sot
5.1
50
255
71A
K
Sept -Mar
1
50
50
14
305
85.4
10
0.302
Foreston
B
Mar -Sept
5A
50
255
77.01
K
Se -Mar
1
so
50
15.1
305
92.11
11
0.604
Foreston
B
Mar
5.1
50
255
154.02
K
Se -Mar
1
50
50
30.2
305
184.22
12
0.302
1 Foreston
B
Mar -Sept
5.1
50
255
77.01
K
I Sevt-Mor
1
50
50
15.1
305
92.11
Subfield
7.46
Foreston
B
MarmS2pt
5.1
5o
255
1902.3
K
Se -Mar
1
50
50
373
305
2275.3
3976
AW1
18.8
Autryville
D
Mar -Jul
82.0
1.25
1 102.5
1927
N
Sept -Apr
45
2.4
108
2030.4
210.5
3957.4
AW2
8.9
Auftwile,
D
Mar -Jul
82.0
1 1.25
102.5
912.25
N
Sept -Apr
45
2.4
108
961.2
210.5
1873.45
AW3
18.2
Autryville
D
Mar -Jul
82.0
1.25
102.5
1885.5
N
Sept -Apr
45
2.4
108
1965.6
210.5
3831.1
Totals: 87.898 13414.24 7057.1 22471.34
3(a) of 8

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields ( i.e. small grain, etc, interseeded in bermuda), forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity, especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will defnately interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation, you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop
A Barley
B Hybrid Bermudagrass - Grazed
C Hybrid Bermudagrass - Hay
D Corn - Grain
E Corn - Silage
F Cotton
G Fescue - Grazed
H Fescue- Hay
I Oats
J Rye
K Small Grain - Grazed
L Small Grain - Hay
M Grain Sorghum
N Wheat
O Soybean
P Pine Trees
Lbs N utilized I unit yield
1.6 Ibs N 1 bushel
50 Ibs N 1 ton
50 Ibs N / ton
1.25 Ibs N 1 bushel
12 Ibs N 1 ton
0.12 Ibs N / Ibs lint
50 Ibs N 1 ton
50 Ibs N 1 ton
1.3 Ibs N 1 bushel
2.4 Ibs N 1 bushel
50 Ibs N I acre
50 Ibs N / acre
2.5 lbs N 1 cwt
2.4 Ibs N 1 bushel
4.0 Ibs N 1 bushel
40 Ibs N / acre 1 yr
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of8

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm S ecifications PAN/ /animal Farm Total/yr
Farrow to Wean 0.84
Farrow to Feeder 1
Farrow to Finish 4.1
Wean to Feeder 0.072
4760 Feeder to Finish 0.36 1713.6
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 1713.6 pounds of plant available nitrogen per year will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years, you will have approximately 8568 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 28 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre, you will need 68.544 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type, crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture, water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
"This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for >180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
5 of 8

Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil
Application Rate
Application Amount
Tract Hydrant
Type
Crop
_ _ inlhr
' inches
3976 1
Foreston
B
0.5
_
1
2
Foreston
B
0.5
1
3
Foreston
B
0.5
1
4
Foreston
B
0.5
1
5
Foreston
B
0.5
1
6
Foreston
B
0.5
1
7
Foreston
B
0.5
1
8
Foreston
B
0.5
1
1
Foreston
B
0.5
1
2
Foreston
B
0.5
1
3
Foreston
B
0.5
1
4
Foreston
B
0.5
1
5
Foreston
B
0.5
1
6
Foreston
B
0.5
1
7
Foreston
B
0.5
1
8
Foreston
B
0.5
1
9
Foreston
B
0.5
1
10
Foreston
B
0.5
1
11
Foreston
B
0.5
1
12
Foreston
B
0.5
1
Subfield
Foreston
B
0.5
1
3976 AW 1
Autryville
D
0.6
1
AW2
Autryville
D
0.6
1
AW 3
Autryville
D
0.6
1
6of8

Additional Comments:
The acreage listed on this plan as a subfield is the balance of the total field
acreage minus the wetted acres at this site. The area not covered by the
conventional irrigation system is being claimed when making application
with an aerway machine.
AW fields are also being applied on with the aerway. This acreage is
optional for this plan.
7of8

NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: ABS Family Farms, Inc.
Owner: ABS Family Farms, Inc.
Manager:
Owner/Manager Agreement:
Itwe understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWQ before the new
animals are stocked.
Itwe understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWQ upon request.
Name of Facility Owner:
Signature:
ABS Family Farms, Inc.
Name of Manager (if different from owner):
Signature:
Name of Technical Specialist: Toni W. King
Affiliation: Murphy -Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
Signature:
Date
8 of 8

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited.
2 There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of 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 Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving 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 disking after waste application. Waste
should not be applied when there is danger of drift from the land application field.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
1 of 3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
9 Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth. The potential for salt damage
from animal waste should also be considered.
10 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 than 25 feet to perennial waters.
12 Animal waste shall not be applied closer than 100 feet to wells.
13 Animal waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landowner.
14 Waste shall be applied in a manner not to reach other property and public right-of-ways.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
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.
2of3

NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
(continued)
17 A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and other woody species, etc.,
are limited to areas where considered appropriate. Lagoon areas should be kept mowed
and accessible. Berms and structures should be inspected regularly for evidence of
erosion, leakage, or discharge.
18 If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19 Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks and spills. A regular maintenance checklist should be
kept on site.
20 Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied pre -plant with no further applications of animal
waste during the crop season.
21 Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
nutrient, unless other restrictions require waste to be applied based on other nutrients,
resulting in a lower application rate than a nitrogen based rate. Zinc and copper levels in
the soil 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 a minimum of five
years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
3of3

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007
ABS Family Farms, Inc.
ABS Family Farms, Inc. sUN 2 6 Z007
1587SNC50
Magnolia, NC 28453
Subject: Certificate of Coverage No. AWS310086
ABS Family Farms, Inc.
Animal Waste Management System
Duplin County
Dear ABS Family Farms, Inc.:
In accordance with your application received on 20-Feb-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to ABS Family Farms, Inc., authorizing the operation of the subject
animal waste management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the ABS Family Farms, Inc., located in Duplin County, with an animal capacity of no
greater than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 4760 Boar/Stud: 0
Wean to Feeder: 0 Farrow to Wean: 0 Gilts: 0
Farrow to Finish. 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition 111.19 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 keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwateroualitv.ore Location: 2728 Capital Boulevard
An Equal OpportunitylAiBrntaNe Action Employer— 50% Reryded110% Post Consumer Paper
No `rthCarolina
Naturally
Raleigh, NC 27699=1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
.laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility. ,,,
Per 15A NCAC 02T .011 l (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,
4;Q`
V
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 AWS310086

09/06/2006 WED 15.10 FAX [phone] WRLNMI DWQ Wilmington
Iqu IV^ o
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Murphy Brown LLC
OF, PO Box 856
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2822 Hwy24 West
Warsaw, NC 28398
Phone [phone]
Fax [phone]
Fax Transmittal Sheet
FM: - - Pages:- - -
Phone: Date:
Re: — -- CC: -
❑Urgent ❑ For Review 0 Please Comment El Please Reply © Please Recycle
lib 001/005

09/06/2006 WED 15.10 FAX [phone] WRLNNI � DWQ Wilmington
11002/005
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number: 31-86 County: Du lin
Facility Name: ABS Family Farms
Certified Operator Name:
Aaron Sheffield
Operator Number:
18144
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 Name1113
Spillway(Y or N):
Levei(inches):
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Primary
13
2. Check all applicable items
Liquid level is within the designed structural freeboard elevatlons of one or more structures"
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates fro depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste: 916/2006
II 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.
ABS Family Farms Phone:
Facility OwnerlManPer (print)
Date:
Facility Owner/Manager nature)
910-290-1026
9/6/2006

09/06/2006 WED 15:10 FAX [phone] WRLNN1 --- DWQ Wilmington
9 003/005
il. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YRJ24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: DA
line m = 702.3 lb PAN
2.
Structure ID:
line m =
lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line rn =
lb PAN
6.
Structure 1D:
line m =
lb PAN
n. linesl +2+3+4+5+6= 702.3 lb PAN
Hl. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOWN
PERIOD_ DO NOT LIST FIELDS TO WHICH PAN CANNOT BE APPLIED DURING THIS 30 DAY PERIOD.
o. tract #
p_ field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(Ib/acre)
t. TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
column r x s
u. application window'
T3976
1
Small Grain
2.25
50.00
112.5
Sept -April
T3976
2
Small Grain
4.17
50.00
208.5
Sept - ril
T3976
3
Small Grain
4.57
50.00
228.5
Sept - April
T3976
4
Small Grain
4.43
50.00
221.5
Sept - A ril
T3976
5
Small Grain
4.48
50.00
224.0
Sept -April
T3976
6
Small Grain
0.69
50.00
34.5
Sept - ril
T3976
7
Small Grain
3.94
50.00
197.0
Sept - April
T3976
8
Small Grain
4.38
50.00
219.0
Sept- Lpril
'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) = 1445.5 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 702.3 lb. PAN
PoA (30 Day) 2121100

09/06/2006 WED 15:11 FAX [phone] WRLNK1 --- DWQ Wilmington
IA 004/005
x. Crop's remaining PAN balance (line v from section ill) _
y. Overall PAN balance (w - x)
1445.5 lb. PAN
-743 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
iVA ATIV
irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping if needed.
PoA (30 Day) 2121/00

09/06/2006 WED 15: 11 FAX [phone] ►YRLNMI -+- - DWQ Wilmington
}
0005/005
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): DA
2. Current liquid volume in 25 yr./24 hr. storm storage & structural freeboard
a. current liquid level according to marker 1 3.01 inches
b. designed 25 yr.124 hr. storm & structural freeboard 19.0inches
c. line b - line a (inches in red zone) = 6.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 87936 ftx
e. line c/12 x line d x 7.48 gallons/ft' 328881 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 116047 ft3
h. current herd #F---3-52--01 certified herd #1 3520
actual waste produced = current herd # x line g = 116047 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
1. current waste analysis dated 1 916/2flfl6
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2121100
®ft3
53462 ft3
211321 gallons
1.:0 Ibs/1000 gal.
702.3 lbs. PAN

11/22/2006 WED 10:49 FAX [phone] WRLNNI 4- DWQ Wilmington
Z 001/008
r p _ ly r ow
M-urp4y BI-OWn LLC
PCB 13ox 85G
2822 Hwy 24 Wes[
Warsaw, NC 28399
Phone (9 [0) 293-3434
Fax [phone]
Fax Transmittal Sheet
,\C--'-Ir"
3
Fax: - - — - — - . Pages:
Phone; ate:
CC:
❑urgent. ❑Far Review ❑ Please Comment ❑ PleascUply ❑Please Recycle

11/22/2006 WED 10:49 FAX [phone] WRLNMI — DWQ Wilmington
11002/005
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number:
Facility Name:
31-86
ABS Family Farms
Certified Operator Name
Aaron Sheffield
County: Duplin
Operator Number:
18144
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
N N
15 20
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached. Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site locations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. Included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
information. Contact and secure approval from the DWQ prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
*Attach a complete schedule with corresponding animal units and dates fro depopulation
*if animals are to be moved to another permitted facility, provide facility number, lagoon
freeboard levels and herd population for the receiving facility
3. Earliest possible date to begin land application of waste:
11 /24/2006
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.
e: 910-290-1026
11 /24/2006

11/22/2006 WED 10:49 FAX [phone] WRLNNI - DWQ Wilmington
[a 003/005
11. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/OR 25 YR.124
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACILITY
1.
Structure ID: DA
line m =
559.7 lb PAN
2.
Structure ID:
line m =
lb PAN
3.
Structure ID:
line m =
lb PAN
4.
Structure ID:
line m =
lb PAN
5.
Structure ID:
line m =
lb PAN
6.
Structure ID:
line m =
lb PAN
n.lines1+2+3+4+5+6= 559.7lbPAN
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 80 DAY PERIOD.
o. tract #
P. field #
q. crop
r. acres
s. remaining IRR
2 PAN balance
(Iblacre)
t_ TOTAL PAN
BALANCE FOR
FIELD (Ibs.)
cotumn r x s
u. application window'
T3976
1
Small Grain
2.25
50.00
112.5
Sept - April
T3976
2
Small Grain
4.17
50.00
208.5
Sept - April
T3976
3
Small Grain
4.57
50.00
228.5
Sept -Aril
T3976
4
Small Grain
4.43
50.00
221.5
Sept - April
T3976
5
Small Grain
4.48
50.00
224.0
Sept - April
T3976
6
Small Grain
0.69
50.00
34.5
Sept - April
T3976
7
Small Grain
3.94
50.00
197.0
Sept - April
T3976
8
Small Grain
4.38
50.00
219.0
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) = 1445.5 lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
w. Total PAN to be land applied (line n from section II) = 559.7 Ib. PAN
PoA (30 Day) 2/21 /00

11/22/2006 WED 10:50 FAX [phone] WRLNM1 --- DWQ Wilmington
Iih004/005
x. Crop's remaining PAN balance (linev from section 111)
y. Overall PAN balance (w - x) _
1445.5 lb. PAN
-886 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for.pumping if needed.
PoA (30 Day) 2121100

11/22/2006 WED 10:50 FAX [phone] WRLNMl --- DWQ Wilmington
i1005/005
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): DA
2. Current liquid volume in 25 yr.124 hr, storm storage & structural freeboard
a. current liquid level according to marker 15.0 inches
b. designed 25 yr./24 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) = 4.0 inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 87936 ft2
e. line c/12 x line d x 7.48 gallons/fts 219254 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 116047 ft3
h. current herd # F-7-52-51 certified herd # 3520
actual waste produced = current herd # x line g =
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + i + j) x 7.48 x 30 daysAine f=
4. Total PAN to be land applied during draw down period
I. current waste analysis dated 1 9/6/2006
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE.
(Click on the next Structure tab shown below)
PoA (30 Day) 2/21/00
116047 fts
fe
53462 fO
211321 gallons
1.30 Ibs/1000 gal.
559.7 lbs. PAN

�F W ArF9
O� QG
o -c
Mr. Dale Atkinson
ABS Family Farms, Inc.
15875 NC 50
Magnolia NC 28453
Dear Mr. Atkinson:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klitnek, P.E. Director
Division of Water Quality
May 6, 2005 ; RECEIVED
j MAY 1 6
Subject: Certificate of Coverage No. NCA231086
ABS Family Farms, Inc.
Swine Waste Collection, Treatment,
Storage and Application System
Duplin County
In accordance with your Notification of Change of Ownership received on April 12, 2005 we are hereby
forwarding to you this Certificate of Coverage (COC) issued to Dale Atkinson, authorizing the operation
of the subject animal waste collection, treatment, storage and land application system in accordance with
NPDES General Permit NCA200000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from ABS Family Farms, Inc., located in Duplin County, with an animal capacity of no
greater than an annual average of 4760 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 and shall hereby void Certificate
of Coverage Number NCA231086 dated April 9, 2003. Pursuant to this COC, you are authorized and
required to operate the system in conformity with the conditions and limitations as specified in the
General Permit, the facility's CAWMP, and this COC. 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
and monitoring conditions in this permit. The Animal Facility Annual Certification Form must be
completed and returned to the Division of Water Quality by no later than March 1 st of each year.
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.
Carob
r=al
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: http:/4L2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604 Fax [phone].623-6748
Fax [phone]
An Equal Opportunity/Afimtative Action Employer— 50% Recydedl10% Post Consumer Paper

f-
4'
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
Aquifer Protection Staff may be reached at (910) 39573900. If you need additional information
concerning this COC or the General Permit, please contact J R Joshi at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage-onlyfor all cc's)
Wilmington-Regional-Office,-Aquifer-Protection.Sectio
Duplin County Health Department
Duplin County Soil and Water Conservation District
APS Central Files (Permit No. NCA231086)
AFO Files .

(Z�
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�, ®r-
ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number N '[�.2310 p _ County i00
Year 200
w _ f
Facility Name (as shown on Certificate of Coverage or Permit. M V-, >-4'91
Operator in Charge for this Facility L Certification
Land application of animal waste as allowed by the above permit occurred during the past calendar year
T YES NO. If NO, skip Part I and Part II and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I: _Facility Information:
1. Total number of application Fields ❑ or Pulls (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): rW _ Total Useable Acres approved in the CAWMP
34.5�
2. Total number of Fields ❑ or Pulls (please check the appropriate box) on which land application
occurred during the year: 0P b Total Acres on which waste was applied �2d , 5 4
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
,6977, 7/,
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit: 1 h S 314 . 114
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year tons ❑ or gallons ❑ (please check the appropriate box)
6. Annualaveragenumber of animalsbytype at this facility during the previous tyear:,
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest
Smallest
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers) , _,
$. Facility's Integrator if applicable:
Part II: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO.BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
1. Only animal waste generated at this facility was applied to the permitted sites during E Yes ❑ No
the past calendar year.
AFACF 3-14-03 1 FEB ? 6 2004
WATEA QUALIT,'y
c.OIAjIaIfCE Ent.

2. The facility was operated in such a way that there was no direct runoff of waste from ❑ Yes dNo
the facility (including the houses, lagoons/storage ponds and the application sites) during -Sc 7
the past calendar year. '` fr
3. There was no discharge of waste to surface water froM this facility durin Vf7,/d�,/&p
calendar year. Qf� 4401(� �1,,1e) j,,(�%
4. There was no freeboard violation in any lagoons or storage ponds at this facility during
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the
levels specified in this facility's CAWMP during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar year.
❑ Yes yNo,/ Q
❑ Yes [ No
Yes ❑ No
❑ Yes
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon ❑ Yes
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
8. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification. �7yes
es
9. Annual soils analysis were performed on each field receiving animal waste during the
Y P g g
past calendar year.
❑ No 11
❑No04
❑ No
❑ No
10. Soil pH was maintained as specified in the permit during the past calendar Year?
Yes
❑ No
11. All required monitoring and reporting was performed in accordance with the facility's
❑ Yes
U NO
permit during the past calendar year.
Sts �, 3, I
12. All operations and maintenance requirements in the permit were complied with during
❑ Yes
12No
the past calendar year or, in the case of a deviation, prior authorization was received
wee r-2
�e
from the Division of Water Quality.
Vyes
13. Crops as specified in the CAWMP were maintained during the past calendar year on all
❑ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWMP for this facility were
❑ Yes
No
maintained during each application of animal waste during the past calendar year.
" I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information. the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
ame and Title (type or print)
E PenT566e e
f � dZ ag--ar/
Signature of _9/p6rator in Date
(if different ffom Permittee),
AFACF 3-14-03 2

AN MVL L FACILITY ANNUAL CERTIFICATION. FORM
Certificate of Coverage or Permit Number U-23 I j) , County j ' ) Year 200-4
Facility Name (as shown on Certificate of Coverage or
Operator in Charge for this Facility �� Certification
Land application of animal waste as allowed by the above permit occurred during the past calendar year
YES NO. If NO, skip Part I and Part II and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was -handled.
Part I : Facility Information:
1. Total number of application Fields ❑ or Pulls 0 (please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWNIP): Total Useable Acres approved in the CAWMP
2. Total number of Fields ❑ or Pulls ❑ (please check the appropriate box) on which land application
occurred during the year: Total Acres on which waste was applied
- Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
x L 1 p,A l 5
4. Total pounds of Plant Available Nitrogen (PAN] allowed to be land applied annually by the CAWNIP and
the permit:
7. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year
46. Annual average number of animals by type at :
7. Largest and smallest number of animals by ty;
Largest __ c
Smallest
(These numbers are for informational purpose;_�`�
at the facility is the annual average numbers) y`
8. Facility's Integrator if applicable: E
Part IL Facility Status:
IF THE ANSWER TO ANY STATEMENT BELL \u---
DESCRIPTION AS TO WHY THE FACILITY V c
CONI TUNNCE, AND EXPLAIN
BRING THIS FACILITY BACK INTO COMPLI
I- Only animal waste generated at this facilitythe past calendar year. ..
fS�___
AFACE 3-14-03 t

Appendix 1. Lagoon Sludge Survey Form
A. Farm Permit or DWQ Identification Number
S. Lagoon Identification 0 Id + V P r% , f
C. Person(s) Taking Measurements Ja,4_-j,}n f
9/0 2yzp Y3
D. Date of Measurements k)
E- Methods/Devices Used for Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
b. Distance from the laeooiLliQuid
(soil) of the lagoon: _ y
c. Thickness of the sludge layer if rung a direct measurement with "core sampler":
f� F lagoon Surface Area (using dimensions at inside top of bank): (acres) , iQ Ne K)90 1t
�q.5 ----
(Draw a sketch of the lagoon on a separate sheet, list dimensions, and calculates , ace area.)
G- Estimate number of sampling points:
G�l65 a. Less than 1.33 acres: Use 8 pints
b. If more than 1.33 acres, - Y? acres x 6 = with maximum of 24. OIJ � � lV�
JG (Using sketch and dimensions, develop a uniform grid that has the stone number of intersections as the
�2 estimated number of sampling points needed. Number the intersection points on the lagoon grid so that data t
recorded at each can be easily matched-)
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet" (Appendix 2). old Ne li
L At the time of the sludge survey, also measure the distance from the Maximum Liquid Level
!
to the Present Liquid Level (measure at the lagoon gauge pole):
JLL ! -01
J. Determine the distance from the Maximum Liquid Level to the Minimum Liquid Level
(use lagoon management plan or other lagoon records):
K. Calculate the distance from the present liquid surface level to the Minimum Liquid Level
qq
(Item J minus Item 1, assuming the present liquid level is below the Maximum Liquid Level 1:
L- Record from the Sludge Survey Data Sheet the distance from the present liquid surface level
�J2?
to the lagoon bottom (average for all the measurement points):
,23
M. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level . ��
to the top of the sludge layer (average for all the measurement points):
N. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer:. `1
O- Calculate the thickness of the existing Liquid Treatment Zone (Item M minus Item K): ` �R
(Note: If Item O is less than 4 feet, a sludge removal and utilization plan may be required b% V
erynne sgecifoc permit or contact DWQ for more information.)
{ ;,,,tom 1 r
t ,
1 P. Proceed'toifi udge V ume Workshect if y d ire to elate sl dge volume for a rectangu
shaped lag W t uni_fo sides pes, t '1
J U N ] r 200,1 1 �l
Completed by: ate: - -
nt I 'ame 5i re

4
Appendix 2. Sludge Survey Data Sheet*
Sludge Survey,- to t
Completed by:
Print Name Sig
(A)
Grid
Point
to top of sludge
.0222221 an 0 Iq-I -n c --:-----Thffk6§tC6f
to lagoon bottom so 0
(C) minus (B)
�]Odg&
layer
Mfffflm���
Ft ft-enj6-- j
ON MM
MEMO=
=1
WSMO�
M
Jima
001�
"A.
0
*AH Grid Points and corres
SIUdLe--SU--r—Ve-Y---D—OIa
VSee Appendix
-JUN I E 2004
D.
6m inches to tenths ofafoot.
I
j1hil

I d .. ,t
Dear Sir,
As required by NPDES permit number NCA231086, issued to Dale Atkinson
Farm 1-6 in Duplin County, a sludge survey was performed on the lagoons on -
this farm on March 30, 2004. The lagoons on this farm are referred to a #1 (New) and #2 (Old).
The survey showed the new lagoon to be acceptable. The old lagoon was
surveyed and found to be insufficient at 1.78'. At this time we are investigating all possible
options, includeing land application, biological or chemical treatments.
Please find attached a copy of the survey form for these lagoons. If there are
any questions please contact me at [phone].
J it N 1 E 2004
N'ON-DISCHARGE- PE!VeAiTT11NG
Sincerely,
id
Dale Atkinson

O�O� W AT �RQG
c
Michael F. Easley
Governor
William G. Ross Jr., Secretary
Department of Environment and Natural Resources
fl Alan W. Klimek, P.E. Director
Division of Water Quality
April 16, 2003
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Dale Atkinson
1587 S NC 50
Magnolia NC 28453
SUBJECT: Notice of Violation
Request for Information
Inadequate Freeboard
Dale Atkinson Farm 1-6
#31-86
Duplin County
Dear Sir or Madam:
On March 25, 2003, a representative of your animal operation informed the Division of
Water Quality (DWQ) that there was inadequate freeboard in the lagoon(s) serving this facility.
This lack of adequate freeboard is in non-compliance with the Certificate of Coverage
issued to this facility on January 12, 1998. In addition to this Notice of Violation (NOV), this
non-compliance is subject to an appropriate enforcement action by DWQ. This action can
consist of one or more of the following: a civil or criminal enforcement action; an injunction;
and/or a requirement to apply for coverage under an individual permit. The action chosen will
be based on complete evaluation of all factors that resulted in the inadequate freeboard; the
actions taken to restore the needed freeboard; and the actions being proposed to prevent the
problem from reoccurring.
To assist us in our review, please provide the Wilmington Regional Office with an
evaluation of the reasons for the freeboard violation(s) and a strategy to prevent future freeboard
violation(s). This evaluation and strategy must include but is not limited to the following:
Current Freeboard level(s)
Freeboard level records in the lagoon(s) for the past 12 months up to the date of submittal
Spraying records for the past 12 months up to the date of submittal
MA
DENR
Customer Service: Mailing Address. Telephone [phone] Location:
1-877-623-6748 1617 Mail Service Center Fax [phone] N. Salisbury St.
Raleigh, North Carolina 27699-1617 State Courier #52-01-01 Raleigh, NC 27699-1617
An Equal Opportunity /Affrmmalive Action Employer
50% recycled / 10•% post -consumer paper
httpJ/h2o.enrs1ate.nc. us

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

FROM'`: FAX NO. : Jul. 03 2003 12 :11 PM P 1
PLAN OF ACTION(Poa) FOR HIGH FREEBOARD AT ANIMAL FACILITIES
Facility Number.
Facility Name:
31-86
Dale Atldnson Farm
County: Duplin
Certified Operator Name: 11 Operator Number:
1. Current liquid level(s) in inches as measured from the current liquid level In the lagoon to the
lowest point on the top of the dam for lagoons without spillways; and from the current liquid level
in the lagoon to the bottom of the spillway for lagoons with spillways.
Lagoon 1 Lagoon 2 Lagoon 3 Lagoon 4 Lagoon 5
Lagoon Narne/iD: DA
5pillway(Y or N): N
LevelUnches): 17
2. Check all applicable items
Liquid level is within the designed structural freeboard elevations of one or more structures.
Five and 30 day Plans of Action are attached. Hydraulic and agronomic balances are
within acceptable ranges.
X Liquid level is within the 25 year 24 hour storm elevations for one or more structures. A
30 day Plan of Action is attached_ Agronomic balance is within acceptable range.
Waste is to be pumped and hauled to off site bcations. Bolume and PAN content of waste
to be pumped and hauled is reflected in section III tables. included within this plan is a list
of the proposed sites with related facility numbers, number of acres and receiving crop
Information. Contact and secure approval from the DWO prior to transfer of waste to a site
not covered in the facility's CAWMP.
Operation will be partially or fully depopulated.
'Attach a complete schedule with corresponding animal units and dates fro depopulation
"if animals are to be moved to anther 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:
-413/40--
1 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. ,
?/0� o�9d •IL?541taa
Phone:
Facility er anager (print)
ZLJ Date:
faclNty owner nag (signature)

Water Pollution Control System Operators Certification Commission
[phone]
ANNUAL RENEWAL INVOICE FOR 2002
RENEWAL AMOUNT DUE:
RENEWAL DUE DATE: III12002
If any of the information is incorrect, please mark through the incorrect information and print the
correct information in the space provided below. Please include the last four di its of your 9-digit zip code.
Work Telephone:
Home Telephone:
County:
PLEASE WRITE YOUR SOCIAL SECURITY # IN THE BOX
PROVIDED AND BLACKEN (WITH A #2 PENCIL) IN THE
NUMBER THAT CORRESPONDS.
SOCIAL
SECURITY
NO.
®o®®o©o©®
000000000
000000000
0000000@0
�00®®09®0
Pursuant to Title 15A NCAC, Subchapter 8G, Section .0701, all certified Water Pollution Control System Operators
must submit this renewal invoice and the annual renewal fee in order to maintain active certification. Your renewal fee and completed
invoice, must be remitted and postmarked before midnight December 31, 2001. After December 31, 2001 a $50.00 late payment
penalty will be added to the $35.00 renewal fee for a total of $85.00.
CERTIFICATION TYPE
Payer
All checks must be made payable to:
LEVEL
WPCSOCC
Division of Water Quality
1618 Mail Service Center
Raleigh NC 27699-1618
CERTIFICATE #
Payer Check #
167243 —rder— Scanning Systems + eoo-�'"68"4rrs.ss2a"ae or DENFI.003W-120001
• r

0. rpw : FAX NO. : Jul. 03 2003 12:11PM P2
PLAN OF ACTION (PoA) FOR HIGH FREEBOARD AT ANIMAL FACILMV
30 DAY DRAW DOWN PERIOD
I. TOTAL PAN TO BE LAND APPLIED PER WASTE STRUCTURE
1. Structure NarnelidentMW (ID): VDA
2. Current liquid volume in 25 yr.124 hr_ storm storage & structural freeboard
a. current liquid level according to marker 17.0 inches
b. designed 25 y024 hr. storm & structural freeboard 19.0 inches
c. line b - line a (inches in red zone) _ `inches
d. top of dike surface area according to design
(area at below structural freeboard elevation) 87936 fe
6, line c112 x line d x 7.48 gailonsW 109627 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 #1t3047 fe
h. current herd # 3520 certified herd # 3520
actual waste produced = 2LMent herd # x line g = 11f3Q47 ft3
certified herd #
i. volume of wash water according to structural design
j. excess rainfall over evaporation according to design
k. (lines h + 1 + j) x 7.48 x 30 days/line f=
4. Total PAN to be land applied during draw down period
I, current waste analysis dated r Q51b512003
m. ((lines e + k)11000) x line I =
REPEAT SECTION I FOR EACH WASTE STRUCTURE ON SITE,
(Click on the next Structure tab shown below)
PoA (30 Day) 2121100
5—W2 ft3
�211521 gallons
1.$0 lbs/1000 gal.
577.7 lbs. PAN
P0A (30 Day) 2/21100

Water Pollution Control System Operators Certification Commission
[phone]
ANNUAL RENEWAL INVOICE FOR 2002
RENEWAL AMOUNT DUE:
RENEWAL DUE DATE: 1/1/2002
If any of the information is incorrect, please mark through the incorrect information and print the
correct information in the space provided below. Please include the last four digits of your 9-digit zip code,
Work Telephone:
Home Telephone:
County:
PLEASE WRITE YOUR SOCIAL SECURITY # IN THE SOX
PROVIDED AND BLACKEN (WITH A #2 PENCIL) 1N THE
NUMBER THAT CORRESPONDS.
SOCIAL
SECURITY
NO.
000000000
000®o®000
®®®®o®000
00000000®
000000000
0000©o®©o
000®o®000
Pursuant to Title 15A NCAC, Subchapter 8G, Section .0701, all certified Water Pollution Control System Operators
must submit this renewal invoice and the annual renewal fee in order to maintain active certification. Your renewal fee and completed
invoice, must be remitted and postmarked before midnight December 31, 2001. After December 31, 2001 a $50.00 late payment
penalty will be added to the $35.00 renewal fee for a total of $85.00.
CERTIFICATION TYPE
Payer
LEVEL CERTIFICATE #
All checks must be made payable to:
WPCSOCC
Division of Water Quality
1618 Mail Service Center
Raleigh NC 27699-1618
Payer Check #
s
167243 Flwmierlro Scanning Systems :7 �77�6fiB8 er DENR-003W (2t)OOj

FROM :' FAX NO. Jul. 03 2003 12:12PM P3
x. Crop's remaining PAN balance (llne v from section 111) = f 587.6 Ib. PAN
y- OVerall PAN balance (w - x) = -1010 lb. PAN
Line y must show as a deficit. If line y does not show as a deficit, list course of action here including pump and
haul, depopulation, herd reduction, etc. For pump & haul and herd reduction options, recalculate new PAN
based on new information. If new fields are to be included as an option for lowering lagoon level, add these
fields to the PAN balance table and recalculate the overall PAN balance. If animal waste is to be hauled to
another permitted facility, provide information regarding the herd population and lagoon freeboard levels at the
Irrigation onto existing spray fields will continue as weather and field conditions permit. Additional land is
available for pumping If needed.

Water Pollution Control System Operators Certification Commission
[phone]
ANNUAL RENEWAL INVOICE FOR 2002
RENEWAL AMOUNT DUE: RENEWAL DUE DATE: 1/1/2002
If any of the information is incorrect, please mark through the incorrect information and print the
correct information in the space provided below. Please include the last four digits of your 9-digit zip code.
Work Telephone:
Home Telephone:
County:
tt�
PLEASE WRITE YOUR SOCIAL SECURITY # IN THE BOX
111� PROVIDED AND BLACKEN (WITH A #2 PENCIL) IN THE
NUMBER THAT CORRESPONDS.
i
SOCIAL
SECURITY
NO.
®©
Q
©©
000000000
000000000
o®®®MMMMM
®®o®oMMM®
O
O
O
O
O
O
O
O
O
M®MMMMMMM
Pursuant to Title 15A NCAC, Subchapter 8G, Section .0701, all certified Water Pollution Control System Operators
must submit this renewal invoice and the annual renewal fee in order to maintain active certification. Your renewal fee and completed
invoice, must be remitted and postmarked before midnight December 31, 2001. After December 31, 2001 a $50.00 late payment
penalty will be added to the $35.00 renewal fee for a total of $85.00.
Payer
CERTIFICATION TYPE LEVEL CERTIFICATE #
Payer Check #
All checks must be made payable to:
WPCSOCC
Division of Water Quality
1618 Mail Service Center
Raleigh NC 27699-1618 — -- �-
167243 Reorderfom Scanning Systems �;, QES « DENR-003w-(20DO)

II. TOTAL POUNDS OF PAN STORED WITHIN STRUCTURAL FREEBOARD AND/Olk 25 YR /24
HR. STORM STORAGE ELEVATIONS IN ALL WASTE STRUCTURES FOR FACIL1T1i'
1. Structure ID: DA
2. Structure ID:
3. Structure ID:
4. Structure ID:
S. Structure ID:
6. Structure ID:
line m =
577.7 lb PAN
line m =
lb PAN
line m =
I# PAN
line m =
lb PAN
line m =
lb PAN
line m =
lb PAN
n.lines 1+2+3+4+5+6= 577.7lbPAN
III. TOTAL PAN BALANCE REMAINING FOR AVAILABLE CROPS DURING 30 DAY DRAW DOW?
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. rernalydng IRR
2 PAN balance
(Iblacm)
t. TOTAL PAN
BALANCE FOR
FIELD (lbs.)
column r x s
u, application windowl
3978
1
Bermuda
2.25
233.00
524.3
Mar -Sept
2
Bermuda
4.17
255.00
1063.4
Mar -Sept
'State current crop ending application (late or next crop appncaauil cx:V1run11w ••R;o 1%. � •��•�
receiving crops during 30 day draw down period.
V. Total PAN available for all fields (sum of column t) = 1587.E lb. PAN
IV. FACILITY'S PoA OVERALL PAN BALANCE
W. Total PAN to be land applied (line n frorn section 11) = 577.7 lb. PAN
PoA (30 Day) 2121/00

Water Pollution Control System Operators Certification Commission
[phone]
ANNUAL RENEWAL INVOICE FOR 2002
RENEWAL AMOUNT DUE:
RENEWAL DUE DATE: 1/1/2002
If any of the information is incorrect, please mark through the incorrect information and print the
correct information in the space provided below. Please include the last four digits of your 9-digit zip code.
Work Telephone:
Home Telephone:
County:
PLEASE WRITE YOUR SOCIAL SECURITY # IN THE BOX
PROVIDED AND BLACKEN (WITH A #2 PENCIL) IN THE
NUMBER THAT CORRESPONDS.
SOCIAL
SECURITY
NO.
o©o®00000
000000000
0000000@0
000000000
000000000
®®oo©®oo®
oo®oo®®o9
Pursuant to Title 15A NCAC, Subchapter 8G, Section .0701, all certified Water Pollution Control System Operators
must submit this renewal invoice and the annual renewal fee in order to maintain active certification. Your renewal fee and completed
invoice, must be remitted and postmarked before midnight December 31, 2001. After December 31, 2001 a $50.00 late payment
penalty will be added to the $35.00 renewal fee for a total of $85.00.
CERTIFICATION TYPE
Payer
All checks must be made payable to:
LEVEL
WPCSOCC
Division of Water Quality
1618 Mail Service Center
Raleigh NC 27699-1618
CERTIFICATE #
Payer Check #
167243 Re - rmm Scanning Systems .# NO-74 0128888 or DENR•003W-(2000)

+0.� OVA TF Michael F. Easley, Governor
`�� 9QG William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
j r Alan W. Klimek, P.E. Director
0 .< Division of Water Quality
August 13, 2003
CERTIFIED MAIL # 7003 0500 0000 8804 3686
RETURN RECEIPT REQUESTED
Dale Atkinson
1587 S NC 50
Magnolia, NC 28453
Subject: inadequate Freeboard
No Further Action
Dale Atkinson Farm 1-6
Facility # 31-86
Duplin County
Dear Dale Atkinson:
Thank you for your recent submittal of the information requested in our letter dated April 15,
2003. The Wilmington Regional Office has determined that no further enforcement actions will
be taken by the Division for the inadequate freeboard.
However, upon review and consideration of the information submitted, the Wilmington Regional
Office has determined that an NOV is appropriate due to unsatisfactory operation and
maintenance of the waste treatment system.
In the future, please continue to evaluate ways to maintain freeboard levels in the required range.
These methods include, but are not limited to, water conservation practices, adding additional
application sites, updating your cropping systems, adding additional and/or more flexible '
application equipment, and maintaining the lagoon levels at the lowest allowable and appropriate
levels throughout the year. Our staff looks forward to continuing to work with you and your
Technical Specialist to evaluate and implement any needed changes to your system.
i N
Customer Service: Mailing Address: Telephone: [phone] Location:
1 800 623-7748 1617 Mail Service Center Fax: [phone] N. Salisbury St.
Raleigh, NC 27699-1617 State Courier #52-01-01 Raleigh, NC 27699-1617
An Equal Opportunity/ Affirmative Action Employer
50% recycled / 10% post -consumer paper
http://h2o-enr.state.nc.us

e
Inadequate Freeboard
Dale Atkinson
August 13, 2003 - - -_
Page 2
Thank you again -for your cooperation. If you have any questions, please do not hesitate to
contact the staff of our Wilmington Regional Office at 910-395-3900.
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
CC: Kraig Westerbeek, Murphy -Brown, LLC
Billy Houston, Duplin County Soil and Water Conservation District
Patrick Fussell, DSWC
Wilmington Files 31-86
Non -Discharge Compliance and Enforcement Unit
Central Files
ca
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r
ca
CC
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Michael F. Easley, Governor
William G. Ross, Jr., Secretary
North Carolina Department of Environment and Natural Resources
CERTIFIED MAIL # 7001 1140 0002 1285 2987
RETURN RECEIPT REQUESTED
Mr. Date Atkinson
Dale Atkinson Farm 1 - 6
1587SNC50
Magnolia, NC 28453
Dear Mr. Atkinson:
Alan W. Klimek, P.E., Director
Division of Water Quality
Coleen H. Sullins, Deputy Director
Division of Water Quality
December 4, 2003
Subject: Notice of Violation and
Recommendation for Enforcement
Dale Atkinson Farm 1 - 6
Facility Number: 31- 86
Magnolia, NC
Duplin County
This Notice of Violation is issued on this date to Mr. Dale Atkinson, owner/operator of the Dale
Atkinson Farm 1 - 6 covered under Certificate of Coverage NCA231086. This Certificate of Coverage was
issued by the State of North Carolina under Swine Waste Management System General NPDES Permit
NCA200000.
An inspection was performed on November 18, 2003, of the Dale Atkinson Farm 1 - 6 in response
to a complaint. During this inspection, staff from the Wilmington Regional Office of the Division of Water
Quality observed and documented several violations.
These violations are listed as follows:
1. Ponded Waste and Runoff
On November 18, 2003, during a ground inspection, it was found that waste was ponded and
running off of the Dale Atkinson Farm 1 - 6 spray field.
This is in violation of Condition 11.4 of the NPDES Permit NCA200000 that states, "Land application
rates shall be in accordance with the CAWMP. In no case shall land application rates exceed the
Plant Available Nitrogen rate for the receiving crop or result in runoff during any given application
event".
2. Discharging into Waters of the State
During the ground inspection, it was found that waste had run off the spray field and then
discharged directly into Persimmon Creek. The discharge volume is estimated at 3,185 gallons.
kA
NCOEN''R
N.C. Division of Water Quality 127 Cardinal Drive Extension Wilmington, N.C. 28405 [phone] Fax [phone] Customer Service
800-623-6748

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Mr. Dale Atkinson
Page 2 of 3
December 4, 2003
This is a violation of North Carolina General Statute 143-215.1 that states that no person shall make
an outlet into the waters of the State without having obtained and abided by the appropriate permit.
This is also a violation of Condition I. 1 of NPDES Permit NCA 200000 that states in part, "The
animal waste collection, treatment, storage and application system permitted under this permit shall
be effectively maintained and operated as a non -discharge system to prevent the discharge of
pollutants into surface waters, wetlands, or ditches".
3. Operation and Maintenance
The owner failed to maintain the waterways located in the application field. A proper vegetive cover
was not maintained which caused the water ways to erode. Because the water ways were not
properly maintained, waste drained more easily straightoff of the field down into Persimmon Creek.
This is in violation of Condition II 1 of the NPDES Permit NCA200000 that states in part that the
fields shall be maintained at all times.
4. Failure to Notify -
During the ground inspection on November 18, 2003, the owner reported that they became aware
of the discharge on November 17, 2003 when the complainant repeatedly flew over their farm. The
owner knew of the discharge and failed to Notify the State as required.
This is in violation of Condition 11111 a of the NPDES Permit NCA200000 that states in part that the
State needs to be notified within 24 hours following the failure of any component of the land
application system resulting in a discharge to surface waters or wetlands.
Response requirements are listed as follows:
1. A written response must be submitted to the Wilmington Regional Office, Division of Water Quality
that includes:
a. An explanation of the violations.
b. A description of the actions taken to bring the violations back into compliance and to prevent
their recurrence.
2. The written response must be received by this office within 15 working days of the receipt of this
notice.

Mr. Dale Atkinson
Page 3 of 3
December 4, 2003
You may wish to contact your Service Company, County Soil & Water district office, county
extension office, a qualified technical specialist, and/or a professional engineer for any assistance they may
be able to provide.
Be advised that this office is considering recommending assessment of civil penalties to the
Director of the Division of Water Quality for the above noted violations. These violations may result
in civil penalties of up to $25,000 perviolation in accordance with North Carolina General Statute 143-
215.6A(a)(2). You may also be assessed for reasonable costs of the investigation in accordance with
North Carolina General Statute 143-215.3(a)(9). Your response will be forwarded to the Director along
with the enforcement package for his consideration. Be advised that the Division of Water Quality
may pursue additional actions in this matter including injunctive relief and permit revocation.
If you have any questions concerning this matter please do not hesitate to contact either Mr. Gale
Stenberg of our Wilmington Regional Office at [phone] or Mr. Steve Lewis of our Central Office at
[phone] ext. 539.
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
cc: Billy Houston, Duplin County Soil and Water Conservation
Kraig Westerbeek, Murphy -Brown LLC
Ken Best, Duplin County Health Department
Patrick Fussell, DSWC-WiRO
DWQ Non -Discharge Compliance/Enforcement Unit
DWQ Central Files
CDWQ--Wilmington-Animal-Files 31=86--:::=
S:IWQSIANIMALSIDUPLIN12003131-86 Dale Atkinson Farm 1 - 6 NOVRFE

DWQ letter December 2003
Dear Sir,
DEC 1.9 2083
This letter is the written response to the notice of violation received by Dale Atkinson
Farm 1-6 on December 4, 2003.
�fLI
The first violation was ponded waste and runoff. The ponding was due to the failure to
decrease the spray pattern of the irrigation equipment. This caused spray over a
waterway leading to the subsequent runoff of the waste.
The second violation was discharge into waters of the state. This took place as a
result of the runoff from the waterway, as noted in the above paragraph, into persimmon
creek.
The third violation was the failure to maintain the grass water way. Thus allowing the
waterway to erode and allowing the runoff to drain easily to persimmon creek.
The actions taken are in process to correct these three violations are as follows. The
runoff and ponding will be prevented by more vigilant checking of irrigation equipment
and proper adjustment of stop sets on the spray guns as the size of the spray pattern
decreases in the field. This will prevent spraying over the waterway. This will in itself
correct the discharge into waters if the state. Also in this action will be the upgrading and
reworking of the waterways. A cost -sharing contract has been approved through Soil
and Water. We are in the process of locating and lining up a contractor to do the job. A
final step in this action is the possible acquiring of an aerway system to use along and
around the waterways. This will also allow the amendment of our plan to include other
tracts of land to use for waste application. -
The final violation noted is a failure to notify. There is no explanation for this except
the decision not to call. This was based on the last time we called reporting a high
freeboard level and then received a violation. We have always had a good working
relationship with DWQ and even encouraged our neighbors to call and report problems.
The violation over the freeboard level left a feeling of violation of trust. The only action
needed is that in the future we call as soon as any problem arises.
Finally I request that in the future please address me properly as Mrs. Dale Atkinson.
Thank you for this small consideration.
Sincerely,
Dale Atkinson
Page 1

AMichael F. Easley, Governor
o� wr�A
�� qG William G. Ross Jr., Secretary
v, r North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
April 9, 2002 -
Dawn Williamson
Murphy -Brown LLC
PO Box 856
Warsaw, NC 28398
Subject: Inspection Report and Sample Results
Dale Atkinson Farm 1-6
Facility Number: 31-86
Duplin County
Dear Ms.' Williamson:
As you requested, please find enclosed a copy of the inspection report and a copy of the sample
results for the inspection I performed for the referenced facility on February 27, 2002. If you
have any Questions concerning this matter, please do not hesitate to contact me at 910-395-3900
ext. 203.
Sincerely,
Stonewall Mathis
Environmental Engineer I
enclosures
cc Yamington Files 31-8,t1
Wilmington Regional Office
127 Cardinal Drive Extension
Wilmington, NC 29405-3845
Phone: [phone]
Fax: [phone]

Type of Visit O Compliance Inspection O Operation Review O Lagoon Evaluation
Reason for Visit O Routine O Complaint O Follow up O Emergency Notification O Other ❑ Denied Access
FDate ofvisit: 2I27/20l}2 'rime: 13:40Facility Number 31 86
NNot Operational Q Below Threshold
® Permitted ® Certified 13 Conditionally Certified E3 Registered Date Last Operated or Above Threshold: - -_ __ _- _
Farm Name: ............... County: ILuvjia .................................... 'RQ.--•.
Owner Name: I?11��Atkiust�_.----------------------- Phone No: 1JQ�gS ���4._.---------------------------
M2ilinaAddress: J. S7...Sf .S _.....-._._.... ......... _... ....... ..... Magnolia,..l`[C........ _....... ........................................ 289.53.._.._......._
Facility Contact: ............................................. Phone No:
Onsite Representative: Uanitr[lsRlld_CtiLaY_Shtiifieltli________________.____ Integrator:
Certified Operator:Willig. ray_...__......__..._.. bt�I eid............._...._............_._..... Operator Certification Numher:fQ{,9..............................
Location of Farm:
Southeast of Kenansville. On East side of Hwy 50, 4.7 miles South of SR 1737.
® Swine ❑ Poultry ❑ Cattle ❑ Horse Latitude 34 • ®° Q6 Longitude 77 54 6 34 41
Design
Swine. `Ca acity 1
�urrent - =Design Current ..
En:iNtinn Poultry _ Can9rity ftnulation
❑ Wean to Feeder
= ❑ Layer
® Feeder to Finish
4760
_ ❑ Non -Layer
-_
❑ Farrow to Wean
❑ Farrow to Feeder
- ❑ Other
❑ Farrow to Finish
Total Desi
-
❑ Gilts
❑ Boars
Design Current
Cattle Ca 'acit.- Population
❑Dairy
❑Non -Dairy
;n Capacity 4,760
otal SSLW 642,600
!� ,`Number of Lagoons_ 1 ®subsurface Drains Present ❑Lagoon Area ®Spray Field Area
MoldmgTonds ".Solid :Traps ` ❑ No Liquid Waste Management System
Discharees & Stream Impacts
1. Is any discharge observed from any part of the operation? ❑ Yes ❑ No
Discharge originated at: ❑ Lagoop_ ❑ Spray Field ❑ Other
a. If discharge is observed, was the conveyance man-made? ❑ Yes ❑ No
b. If discharge is observed, did it reach Water of the State? (If yes, notify DWQ) ❑ Yes ❑ No
c. If discharge is observed, what is the estimated flow in gallmin?
d. Does discharge bypass a lagoon system? (If yes, notify DWQ) El Yes ❑ No
2. Is there evidence of past discharge from any part of the operation? ® Yes ❑ No
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State other than from a discharge? ❑ Yes ❑ No
Waste Collection & Treatment
4. Is storage capacity (freeboard plus storm storage) less than adequate? ❑ Spillway ❑ Yes ❑ No
Structure l Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Identifier:
Freeboard (inches): 27 25

Lununuea
r ber: 11-86 Date of Inspection 2/27/2002
.Here any immediate threats to the integrity of any of the structures observed? (ie/ trees, severe erosion,
seepage, etc.)
pre there structures on -site which are not properly addressed and/or managed through a waste management or
closure plan?
(If any of questions 4-6 was answered yes, and the situation poses an
} immediate public health or environmental threat, notify DWQ)
7. Do any of the structures need maintenancelimprovement?
8, Does any part of the waste management system other than waste structures require maintenance/improvement?
9. Do any stuctures lack adequate, gauged markers with required maximum and minimum liquid level
M�-.. elevation markings?
��:.r :Waste Ayplica_tion •
N ;:> 10. Are there any buffers that need maintenance/improvement?
1 I. Is there evidence of over application? ® Excessive Ponding ❑ PAN ® Hydraulic Overload
12. Crop type
❑ Yes
❑ No
❑ Yes
❑ No
❑ Yes
❑ No
❑ Yes
❑ No
❑ Yes
❑ No
❑ Yes
❑ No
® Yes
❑ No
.13. Do the receiving crops differ with those designated in the Certified Animal Waste Management Plan (CAWMP)?
❑ Yes
❑ No
I:...
.":.;
14. a) Does the facility lack adequate acreage for land application?
❑ Yes
❑ No
b) Does the facility need a wettable acre determination?
❑ Yes
❑ No
c) This facility is pended for a wettable acre determination?
❑ Yes
❑ No
_. 15. Does the receiving crop need improvement?
16. is there a lack of adequate waste application equipment?
17. Fail to have Certificate of Coverage & General Permit or other Permit readily available?
18. Does the facility fail to have all components of the Certified Animal Waste Management Plan readily available?
(iel WUP, checklists, design, maps, etc.)
19. Does record keeping need improvement? (ie/ irrigation, freeboard, waste analysis & soil sample reports)
Is facility not in compliance with arij applicable setback criteria in effect at the time of design?
21. Did the facility fail to have a actively certified operator in charge?
.M. -Fail to notify regional DWQ of emergency situations as required by General Permit?
Oct discharge, freeboard problems, over application)
T;23. Did Reviewer/inspector fail to discuss review/inspection with on -site representative?
V
HEM
4. Does facility require a follow-up visit by same agency?
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ® No
❑ Yes ❑ No
Were any additional problems noted which cause noncompliance of the Certified AWMP? ❑ .Yes ❑ No
No violations or deficiencies were noted during this visit. You will receive no further correspondence about this visit.
❑ Field Copy ❑ Final Notes
P
is inspection was conducted as a followup to observe the cleanup of the old hay and cow manure from the waterways on the farm. It
Pears that the hay and cow manure has been removed from the waterways.
and l 1. Swine animal waste is ponded at the outlet of the waterway draining from the field and there are also puddles of the swine
aste in the waterway. It appears that swine waste discharged from the ponded area into a stream. Water quality samples and pictures
ere taken.
Reviewer/lnspector Name
�Reviewer/lnspector Signature:
Date: ! O

enviroch'
6L.L_ 9
CONSULTING
CHEMISTS
Customer:
NCDENR-DWQ
127 N. Cardinal Drive Ext.
Wilmington, NC 28405
Attn: Stonewall Mathis
Date Sampled:
Sampled By:
WATER:
02/27/02
Environmental Chemists, Inc.
6602 Windmill Way • Wilmington, North Carolina 28405
[phone] (Lab) • [phone] (Fax)
F-chemW@a Dl.com
NCDENR: DWQ CERTIFICATE #94, DLS CERTIFICATE #37729
REPORT OF ANALYSIS
Stonewall Mathis
Date of Report: March 1, 2002
Purchase Order #:
Report Number: 2-1032
Report To: Stonewall Mathis
Sample ID
Lab ID
Feral Conform, colonies/100 mL
DA Ponding
# 2250
-58,000
DA Stream
# 2251
- 74 .
Comments:
Reviewed by: 1<. "

Michael F. Easicy, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
March 12, 2002
Dale Atkinson
1587 S NC 50
Magnolia, NC 28453
Subject: Inspection Form
Dale Atkinson Farm 1-6
Facility Number: 31-86
Dupiin County
Dear Ms. Atkinson:
On February 27, 2002,1 performed an inspection of your animal operation and the animal waste
management system serving this operation. Please find enclosed a copy of the inspection report for the
referenced inspection. If you have any questions concerning this matter, please do not hesitate to contact
me at 910-395-3900 ext. 203.
Sincerely,
Stonewall Mathis
Environmental Engineer I
enclosure
cc: DWQ Non -Discharge Compliance/Enforcement Unit
&i i .pn�Files 31=$
Wilmington Regional Oft -ice
127 Cardinal Drive Extension Phone: [phone]
Wilmington, NC 28405-3845 Fax: [phone]

Divr i6ji 'ssf Water ualit}
.:
` ry �'[ 50 1 na Wate C -•*� r onser►ation ,
�4 ., �.,,�.,:�""e.`3.r—,.,T�i�°*�'�3 ��•��fherAgency`,"h�a-�%�y,.,?+' � '.� _ ."_ --_ - -
� Rr...-.:..�`'. �.,.,�._-�,e�.�3Rc�.—,.—�--;'�>-z��. y'tilh�''. �-�u �.��n_—... q ,..��,.'��" :•i...ialw �+.�.�..- r .—=��.,,� ......_�•�
Type of Visit O Compliance Inspection O Operation Review Q Lagoon Evaluation
Reason for Visit O Routine O Complaint Q Follow up O Emergency Notification O Other ❑ Denied Access
Facilit}Number 31 86 Date of Visit: 2R7ROUZ Time: 13:40
Q Not Operational Q Below Threshold
® Permitted ® Certified ❑ Conditionally Certified 0 Registered Date Last Operated or Above Threshold:
Farm Name: Dale.AtkinsonJF.8rMJA................................... .......... County: I)uplin----................................ WjRQ------
OwnerName: l?al�ttkinson_-------_.----------_-_--- PhoneNo:
Mailing Address: S&?..l�C Q..--•.....__ _ -. _ — ----.Magnelia._.NC-.......... ... ................................. ...... Z8.4.53........_.....
Facility Contact:.....----•...............-...................-••......---Title:-................................. Phone No:
Onsite Representative: �?pi�lln(1 �ZL3y_h�f�1�1L1----------_----------- Integrator: r—arrQQdsJnc_---------_--------- -•
Certified Operator: V.V.illis..GCay...----------_-- SbtelLxeki..... Operator Certification Number:l9.6Q3 .............................
Location of Farm:
outheast of Kenansville. On East side of Hwy 50, 0.7 miles South of SR 1737.
® Swine ❑ Poultry ❑ Cattle ❑ Horse Latitude 34 • Longitude 77 • 54 ' 34 K
-S►vine
Design - -Cu
_ CSMC tv IPoni
[I Wean to Feeder
® Feeder to Finish
4760
❑ Farrow to Wean
❑ Farrow to Feeder
❑ Farrow to Finish
❑ Gilts
❑ Boars
'Numbef of.Lagnons JM Subsurface Drains Present ❑ Lagoon Area 10 Spray Field Area
_Holding PondsYL Solid.Traps - = ❑ No Liquid Waste Management System
Discharges & Stream Impacts
1. Is any discharge observed from any part of the operation? ❑ Yes ❑ No
Discharge originated at: ❑ Lagoon ❑ Spray Field ❑ Other
a. If discharge is observed, was the conveyance man-made? ❑ Yes ❑ No
b. If discharge is observed, did it reach Water of the State? (if yes, notify DWQ) ❑Yes ❑ No
c. If discharge is observed, what is the estimated flow in gal/min?
d. Does discharge bypass a lagoon system? (If yes, notify DWQ) ❑ Yes ❑ No
2. is there evidence of past discharge from any part of the operation? ® Yes ❑ No
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State other than from a discharge? ❑ Yes ❑ No
Waste Collection & Treatment
4. is storage capacity (freeboard plus storm storage) less than adequate? ❑ Spillway ❑ Yes ❑ No
Structure 1 Structure 2 Structure 3 Structure 4 Structure S Structure 6
Identifier: ------------- --------------- ------- -------- ----------- -------------- . ........................
Freeboard (inches): 27 25

facility Number, 31-86
Date of Inspection 227R002
5. Are there any immediate threats to the integrity of any of the structures observed? (ie/ trees, severe erosion,
seepage, etc.)
6. Are there structures on -site which are not properly addressed and/or managed through a waste management or
closure plan?
(If any of questions 4-6 was answered yes, and the situation poses an
immediate public health or environmental threat, notify DWQ)
7. Do any of the structures need maintenance/improvement?
8. Does any part of the waste management system other than waste structures require maintenance/improvement?
9. Do any stuctures lack adequate, gauged markers with required maximum and minimum Iiquid level
elevation markings?
Waste Application
10. Are there any buffers that need maintenance/improvement?
11. Is there evidence of over application? ® Excessive Ponding ❑ PAN ® HydrauIic Overload
12. Crop type
13. Do the receiving crops differ with those designated in the Certified Animal Waste Management Plan (CAWMP)?
14. a) Does the facility lack adequate acreage for land application?
b) Does the facility need a wettable acre determination?
c) This facility is pended for a wettable acre determination?
15. Does the receiving crop need improvement?
16. Is there a lack of adequate waste application equipment?
Re4uired Records & Documents
17. Fail to have Certificate of Coverage & General Permit or other Permit readily available?
18. Does the facility fail to have all components of the Certified Animal Waste Management Plan readily available?
(ie/ WUP, checklists; design, maps, etc.)
19. Does record keeping need improvement? (ie/ irrigation, freeboard, waste analysis & soil sample reports)
20. Is facility not in compliance with ariy applicable setback criteria in effect at the time of design?
21. Did the facility fail to have a actively certified operator in charge?
22. Fail to notify regional DWQ of emergency situations as required by General Permit?
(ie/ discharge, freeboard problems, over application)
23. Did Reviewer/Inspector fail to discuss review/inspection with on -site representative?
24. Does facility require a follow-up visit by same agency?
1-
w.
C. urrrrnucu
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
® Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ® No
❑ Yes ❑ No
25. Were any additional problems noted which cause noncompliance of the Certified AWMP? ❑ Yes ❑ No
113 No violations or deficiencies were noted during this vislt You will receive no further correspondence about this visit.
Field Copy ❑ Final Notes
his inspection was conducted as a followup to observe the cleanup of the old hay and cow manure from the waterways on the farm. It
)pears that the hay and cow manure has been removed from the waterways.
and 11. Swine animal waste is ponded at the outlet of the waterway draining from the field and there are also puddles of the swine
aste in the waterway. It appears that swine waste discharged from the ponded area into a stream. Water quality samples and pictures
ere taken.
Reviewer/Inspector Name
Reviewer/Inspector Signature:
Dater 1 / e72,

A
enviroche
:2@
CONSULTING
CHEMISTS
Customer:
NCDENR-DWQ
127 N. Cardinal Drive Ext.
Wilmington, NC 28405
Attn: Stonewall Mathis
Date Sampled:
Sampled By:
1MANY01"A
02/27/02
Environmental Chemists, Inc.
6602 Windmill Way • Wilmington. North Carolina 28405
[phone] (Lab) • [phone] (Fax)
[e-mail]
NCDENR: DWQ CERTIFICATE #94, DLS CERTIFICATE #37729
REPORT OF ANALYSIS
Stonewall Mathis
Date of Report: March 1, 2002
Purchase Order #:
Report Number: 2-1032
Report To: Stonewall Mathis
Sample ID
Lab ID
Fecal Coliform, colonies/100 mL
DA Ponding
42250
58,000
DA Stream
# 2251
74
Comments:
Reviewed by: .1C .

enviroehem'.
ENVIRONMENTAL CHEMISTS, INC
Sample Collection and Chain of Custody
6602 Windmill Way
Wilmington, NC 29405
Phone. [phone]
P 910)392-4424
NCDNRsDWQ GwtlACah H4�, DISl Cetl�cste #J7724 SY.
Chen : ni E N) �Z - i:) W �} Email EehemW aai.cam
!Collected B S� ►-� J Y�'la k� S Report No• %2 _/ 0 3
m 1 e• I = inuuen
= gnuen w =iveu1' = 5 e bu =bonh
b1.P alu e II r• "C A c /i
Sample Identification
Collection
�
°'
Q �
PRESERVATION
ANALYSIS REQUESTED
I
M
z
0
1
DATE
T iME
TEMP
J7i9 pond;
C+.rlG
w
C
ZZSbe
G
C
P
G
G
C
P
G
G
C
P
G
G
C
P
G
G
C
P
G
G
C
P
G
G
C
P
G
G
C
P
I
Ell
G
G
NOTICE — DECBLORINATION : Samples for Ammonia, TKN, Cyanide, Phenol, and Bacteria must be dechlorinated
0.2 RPM or less in the field at the time of collection. See reverse side for instructions,
Transfer
Relinquished By:
Date/Time
Received By:
Date/Time
1.
2.
Temperature whe i Received: °G Accepted: (/ Re•ect • Resample Requested:
Delivered By: P Received BY��LeP S E Date: C Z7`OZ Time:_, S8
Comments: ]e Wgi-a ✓ n—
t}

W PORTANT NOTICE
North Carolina Division of Water Quality (NCDWQ) is strictly enforcing EPA regulations for sampea collection and
preservation.
Client Must Provide the Following Information
1. SAMPLE IDENTIFICATION (Container Associated with requested testing)
2. SAMPLE TYPE (Composite, Grab, Water, Soil, etc.)
3. DATE COLLECTED
4. TM E COLLECTED
5. SAMPLE COLLECTOR
6. PRESERVATION (Including Temperature and pH)
Temperature: Samples MUST be refrigerated or received on ice between 2 and 6 ° C. Samples received
within two (2) hours of collection trust show a downward trend. Therefore, please record temperature at
collection in space provided on collection sheet.
pH: A two (2) hour limit to chemically preserve samples by pH adjustment is allowed, except for metals
samples reported to the Groundwater Section which must be acidified at the time of collection.
Caution
These sample bottles may contain small amounts of acid or other corrosive and potentially harmful
chemicals. Laboratories are required to add these chemicals for certain analyses in order to comply
with EPA preservation requirements. Use extreme care when opening and handling the bottles. If
any chemical should get on your skin or clothes flush liberally with waxer and seek medical attention.
DECHLORINATION INSTRUCTIONS
CAUTION: DO NOT Mix thiosulfate with acid in bottle before collecting samples as a
violent reaction will occur.
Dechlorinating Samples that Require Acid Preservation
L Add 4-5 granules of thiosulfate to a bottle with no acid preservative (unpreserved BOD/t'SS bottle).
2. After mixing to dissolve the thiosulfate, pour half of the sample into a bottle containing acid as a
preservative (AmmonWFKN)-
3. Then completely fill both bottles with fresh sample.
The Laboratory will verify and document the above requested information -
ref NCAC 211.0805 (a) (7) (M).
"At any time a laboratory receives samples which do not meet sample collection, holding time, or preservation
requirements, the laboratory must notify the sample collector or client and secure another sample if possible. If another
sample cannot be secured, the original sample may be analyzed, but the results reported must be qualified with the nature
of the infraction(s). And the laboratory must notify the State Laboratory about the infraction(s). The notification must
include a statement indicating causative actions taken to prevent the problem for future samples.
ref. N AC 2H 08a5

31-810
'n APR 2 5 2002
t�
i
- - - - - --- - --

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
April 11, 2002
CERTIFIED MAIL # 7001 0320 0003 0382 7730
RETURN RECEIPT REQUESTED
Dale Atkinson
1587 S NC 50
Magnolia, NC 28453
Subject: Notice of Violation and Recommendation for Enforcement
Dale Atkinson Farm 1-6
Facility Number: 31-86
Duplin County
Dear Mrs. Atkinson:
This letter is being sent to notify Dale Atkinson, who holds Certificate of Coverage AWS310086 under
Swine Waste General Permit AWG100000 issued pursuant to North Carolina General Statute 143-215.1,
of a violation of the General Permit.
On February 27, 2002, Mr. Stonewall Mathis of the Wilmington Regional Office of the Division of
Water Quality performed an inspection of your animal operation and the animal waste management
system serving this operation. During the inspection, Mr. Mathis observed the following:
Animal waste ponding had occurred on a field. This is a violation of Condition I.2 of
the General Permit which incorporates the Certified Animal Waste Management Plan
(CAWMP) into the'General Permit and specifies that any violation of the CAWMP shall
be considered a violation of the General Permit; the CAWMP under Required
Specifications 7 says in part "No ponding should occur in order to control odor or flies."
Please submit a Plan of Action which addresses the above noted violation. The Plan of Action should
include a list of any and all modifications that have been and will be implemented to correct the noted
violation and prevent its recurrence along with a timetable for completion of the modifications. The
written Plan of Action must be submitted to this office within ten (10) days of receipt of this notice.
Be advised that this office is considering recommending assessment of civil penalties to the Director of
the Division of Water Quality for the above noted violation. This violation may result in civil penalties
of up to $10,000 per violation in accordance with North Carolina General Statute 143-215.6A(a)(2). You
may also be assessed for reasonable costs of the investigation in accordance with North Carolina General
Statute 143-215.3(a)(9). If you have an explanation for this violation that you wish to present, please
submit your written response along with the Plan of Action. Your response will be forwarded to the
Director along with the enforcement package for his consideration.
Wilmington Regional Office
127 Cardinal Drive Extension Phone: (9I0) 395-3900
Wilmington, NC 28405-3945 Fax: [phone]

Dale Atkinson - `
April 11, 2002
Page Two
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 or Mr. Steve Lewis at 919-733-5083 ext. 539.
Sincerely,
Rick Shiver
Water Quality Regional Supervisor
cc: Billy Houston, Duplin County Soil and Water Conservation
Kenneth Best, Duplin County Health Department
Kraig Westerbeek, Murphy - Brown, LLC
Patrick Fussell, DS WC-WiRO
DWQ Non -Discharge Compliance/Enforcement Unit
Wtlff�g u Files3:3=$6
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State of North Carolina
Department of Environment
and Natural Resources
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Dale Atkinson
Dale Atkinson Farm 1-6
1587 S NC 50
Magnolia NC 28453
Dear Dale Atkinson:
091WA
0 9CDENR
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NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
May 2, 2001
J
Subject: Notification for Wettable Acre Determination
Animal Waste Management System
Dale Atkinson Farm 1-6
Facility Number 31-86
Duplin County
A letter dated January 15, 1999 was sent to advise you about concerns associated with Certified Animal
Waste Management Plans and the method by which the irrigated acres within the plans were calculated. Only
the acres that are wetted can be credited in the waste management plan as receiving waste application. Any
acreage within the plan that can not be reached by waste application equipment can not be used as part of your
plan.
An evaluation by John Hunt on 7/27199 was made to review the actual number of acres at your facility
that receive animal waste during land application. The evaluation of your facility has yielded one of the
following two results as indicated by the box marked with an "X".
Category 1:
The evaluation of your facility could not be completed due to a lack of information. Please
contact your Technical Specialist to assist in providing John Hunt the necessary information
to potentially exempt your facility from undergoing a complete wettable acre determination.
Please submit this information to John Hunt, at 127 Cardinal Drive Extension, Wilmington,
NC 28405-3845, within in 90 days of the receipt of this letter. If you have any questions
please contact John Hunt at.[phone]. If within 90 days you are unable to provide
John Hunt with the information you are automatically required to complete a Wettable
Acre Determination as described by Category 2 below, within 180 days of receipt of
this letter.
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recydeW10% post -consumer paper

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

I . _;
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Gregory J. Thorpe, Ph.D., Acting Director
Division of Water Quality
December 10, 2001
CERTIFIED MAIL # 7001 0320 0003 0382 7853
RETURN RECEIPT REQUESTED
Ms. Dale Atkinson
1587 S NC 50
Magnolia, NC 28453
Subject: Notice of Violation
Dale Atkinson Farm 1-6
Facility Number: 31-86
Duplin County
Dear Ms. Atkinson:
This letter is being sent to notify Dale Atkinson, who holds Certificate of Coverage AWS310086 under
Swine Waste General Permit AWG100000 issued pursuant to North Carolina General Statute 143-215.1,
of violations of the General Permit.
On November 28, 2001, Mr. Stonewall Mathis and Mr. Gale Stenberg of the Wilmington Regional Office
of the Division of Water Quality performed an inspection of your animal operation and the animal waste
management system serving this operation. During the inspection, they noted the following:
1) An October 16, 2001 application event which Mr. Mathis observed was not documented
in the application records which were presented to Mr. Mathis as updated records. This
is a violation of Condition III. 5. of the General Permit which states in part "Records,
including land application event(s) and removal of solids to an off -site location(s)
records, shall be maintained by the Permittee in chronological and legible form for a
minimum of three years."
2) Hay and cow manure from a feedlot area had been disposed of in waterways and
pollutants were observed discharging into surface waters. This is a violation of
Condition 1. 1. of the General Permit which states in part "The animal waste collection,
treatment, storage, and application system permitted under this permit shall be
effectively maintained and operated as a non -discharge system to prevent the discharge
of pollutants to surface waters, wetlands, or ditches." _
3) There is no analysis of the animal waste conducted within 60 days of application events
which are documented to have occurred on September 2, 3, 10, 12, 20, and 22, 2001.
This is a violation of Condition 111.4. of the General Permit which states in part "An
analysis of the animal waste shall be conducted as close to the time of application as
practical and at least within 60 days (before or after) of the date of application."
Wilmington Regional Office
127 Cardinal Drive Extension Phone. [phone]
Wilmington, NC 28405-3845 Fax: [phone]

-W. i
Ms. Dale Atkinson
December 10, 2001
Page Two
4) Ms. Sheffield, the on site representative during the inspection, indicated that soil samples
had recently been sent off to be analyzed. The 2000 soil test report was not available for
inspection. Soil test reports need to be maintained in accordance with Conditions 1I1.3.
and III. 5. of the General Permit.
5) Waste level records (freeboard records) were only being kept for one of the two lagoons.
Waste level records need to be kept for both lagoons in accordance with Condition II1.2.
of the General Permit.
6) Field 6 is designated for bermuda in the Certified Animal Waste Management Plan
(CAWMP). There was a significant amount of fescue in the field. Ms. Sheffield
indicated that the bermuda is coming into the fescue field from the adjacent bermuda
field. The crop in the field needs to match the crop designated in the CAWMP in
accordance with Conditions IL 1. and II. 2. of the General Permit.
Please submit a Plan of Action which addresses the above noted violations. The Plan of Action should
include a list of any and all modifications that have been and will be implemented to correct the noted
violations and prevent their recurrence along with a timetable for completion of the modifications. The
written Plan of Action must be submitted to this office within ten (10) days of receipt of this notice.
Be advised that the Division of Water Quality may take further action in these matters including
assessment of civil penalties, injunctive relief, and permit revocation.
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
cc: Billy Houston, Duplin County Soil and Water Conservation
Kraig Westerbeek, Murphy -Brown, LLC
Ronnie Kennedy, Duplin County Health Department
Patrick Fussell, DSWC-WiRO -.
DWQ Non -Discharge Compliance/Enforcement Unit
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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
Date Atkinson
Dale Atkinson Farm 1-6
1587SNC50
Magnolia NC 28453
Dear Dale Atkinson:
ILI I ?*
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NAruRAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 31-86
Duplin County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1., 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRR1, IRR2, DRY1, DRY2, DRY3, SLUR], SLUR2,
SLD1, and SLD2) and maintained in the facility records for review. The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
Sincerely,
Kerr T. Stevens, Director
Division of Water Quality
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled110% post -consumer paper

Revised April 20, 1999
.JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Number 31 Operation is flagged for a wettable
Farm Name:Qp, A:Er- t4-K acre determination due to failure of
On -Site Representative: nuc Part 11 eligibility item(s) F1 F2 F3 F4
Inspector/Reviewer's Name: _: .. A y 4 r
Date of site visit: '
Date of.most recent WUP:
Annual farm PAN deficit: pounds
Operation not required to secure WA
determination at this time based on
I
xemption E1 E2 E3 E4
Operation pended for w le acre
determination based o P1 P2 P3
Irrigation System(s) - circle #: 1. Lard -nose 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 1. WA Determination Exemptions (Eligibility failure, Part 11, 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 11. Complete eligibility
checklist, Part II - F1 F2 F3, before completing computational table in Part lil).
PART IL 75% Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required because operation fails -one of theeligibility
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 irrigation Tecords. .
F2 Unclear, illegible, or lack of ihformation/map.
F3 Obvious field limitations (numerous ditches; failure to.deduct required
buffer/setback acreage; or 25% of total acreage .identified.in CAWMP includes
small, irregularly shaped fields - fields less than 5 acres for travelers -or less .than
2 acres for stationary sprinklers).
F4 WA determination required because CAWMP credits feld(s)'s acreage in excess
of 75% of the respective field's total acreage as noted in table in Part 111.

Revised April 20, 1999
Facility Number 3r
Part III. Field by Field Determination
of
75% Exemption Rule for WA Determination
TRACT
NUMBER
FIELD
NUMBER' 2
TYPE OF
IRRIGATION ,
SYSTEM
TOTAL
ACRES
CAWMP
ACRES,
FIELD
%
COMMENTS'
�T -7 c
Itw
LIN
i
FIELD NUMBER' - hvdrant_ ❑ull_ zone_ or noint numbers may be used in place of field numbers
denendino on CAWMP
and type of irrigation system. If pulls, etc. cross more than one field, inspectorlreviewer will have to combine fields to
calculate 75% field by field determination for exemption; otherwise operation will be subject to WA determination.
FIELD NUMBERS - 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 8.1998) of irrigation records,cannot 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. Pe Ing WA Determinations \ r� S<IA _ P€Rc_yrC-CV-; ; C7,_EA3t
Pi Plan lacks following information: C,r_5 C_.� w
chtcu�prr„F. ,
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 (ielin process of installing new irrigation system):.

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., Director
Dale Atkinson
Dale Atkinson Farm 1-6
1587 S NC 50
Magnolia NC 28453
Dear Dale Atkinson:
LTX.XA
� E N F10
January 12, 1998
RIECIEIIVIE® BAN 1 6 1998
Subject: Certificate of Coverage No. AWS310086
Dale Atkinson Farm 1-6
Swine Waste Collection, Treatment, Storage
and Application System
Duplin County
In accordance with your application received on September 3, 1997, we are forwarding this
Certificate of Coverage (COC) to Farm No. 31-0086, 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 Dale Atkinson Farm 1-6 , located in Duplin County, with an animal
capacity of no greater than 4760 Feeder to Finish and the application to a minimum of 43.5 acres of land
as specified in the Certified Animal Waste Management PIan (CAWMP).
The COC shall be effective from the date of issuance until December 31, 2001. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of
wastes to surface waters. An adequate system for collecting and maintaining the required monitoring data
and operational information must be established for this farm. Any increase in waste production greater
than the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to actual
increase in either wastewater flow or number of animals.
In accordance with General Statue 143-215.10C, Animal Waste Management Plans shall include
the following components:
- A checklist of odor sources and best management practices to minimize these sources.
- A checklist of insect sources and best management practices to minimize these sources.
- Provisions set forth for acceptable methods of disposing of mortalities.
- Provisions regarding emergency action plans.
Your existing Certified Animal Waste Management Plan must include the above elements, by
December 31, 1998. Documentation of the certification must be available to inspectors onsite. Submittal
of the amended certification statement shall be required upon renewal of your permit coverage in 2001.
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of this COC.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

Certificate of Coverage AWS310086
Dale Atkinson Farm 1-6
Page 2
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. —Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water Quality
Staff may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact J R Joshi at [phone] ext. 363.
Sincerely,
Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District
Permit File

State of North Carolina RECEIVED
Department of Environment
and Natural Resources JUL 0 1998 A
•
Division of Water Quality BY.
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 26, 1998
Dale Atkinson
Dale Atkinson Farm 1-6
1587 S NC 50
Magnolia NC 28453
Subject: Reissuance of Certificate of Coverage
No.AWS310086
Dale Atkinson Farm 1-6
Swine Waste Collection, Treatment, Storage and
Application System
Duplin County
Dear Dale Atkinson:
The Division of Water Quality modified the Swine Waste Operation General Permit originally issued to
this facility on January 12, 1998. In accordance with the issuance of the revised General Permit, we are
forwarding this Certificate of Coverage (COC) to Dale Atkinson, 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 Dale Atkinson Farm 1-6, located in Duplin
County, with an animal capacity of no greater than 4760 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 AWS310086 dated January 12, 1998. 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 111.6
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 AWS310086
Dale Atkinson Farm 1-6
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-dischargd permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact Mike Lewandowski at [phone] ext. 362.
Sincerely,
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

State of North Carolina
Department of Environment
and Natural Resources
- Wilmington Regional Office
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
Division of Water Quality
June 1, 1998
Ti�rtif e-MaRI:-#-Z- 312 646 333
Return Receip-1 Requested
Ms. Dale Atkinson
Dale Atkinson Farm 1-6
1587 South NC Hwy. 50
Magnolia, NC 28453
low
F4CDEiTR
Ncs rH CARouNA DEaARrMtEKr OF
ENvIRONMENr AND NAruRAL RESOURCES
Subject: SECOND NOTICE OF DEFICIENCY
Dale Atkinson Farm 1-6
Facility Number: 31-86
Duplin County
Dear Ms. Atkinson:
On June 1, 1998, staff from the Wilmington Regional Office of the Division of Water
Quality inspected your animal operation and the lagoon(s) serving this operation. It was observed
that the lagoon had insufficient freeboard. On October 27, 1997, a Notice of Deficiency was
issued based on an October 22, 1997 inspection by the Wilmington Regional Office of the Division
of Water Quality. At that time, it was observed that there was erosion on the inner dike wail of
the lagoon.
Insufficient freeboard is a violation of your Certified Animal Waste Management Plan
(CAWMP), and subsequent infractions may result in a Notice of Violation and include a civil
penalty. The level of your waste lagoon must be lowered and maintained and proper records
should be kept in accordance with the NRCS guidelines and the state 2H .0200 rules governing
animal waste management systems. In addition, the grassed waterway in spray field IB should
be improved to prevent ponding and runoff of animal waste during applications. Efforts to repair
erosion and revegetate bare areas on the inner dike wall should be continued. The spray records
should be kept by pull number and field number, using the correct acreage for each pull when
calculating the nitrogen application. We suggest that you contact your service company, local
MRCS or Soil and Water District office for any assistance they may be able to provide to correct
the situation.
127 North Cardinal Dr., Wilmington, North Carolina 28405 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Z 312 646 333 W9
US Postal Service
Receipt for Certified Mail
No Insurance Coverage Provided.
Do not use for International Mail See reverse
N 1J -J�
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Postage
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Restricted Delivery Fee
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Ms. Dale Atkinson
June 1, 1998
Page 2.
To remain a deemed permitted facility, you must notify this office in writing within seven
(7) days of the receipt of this notice, what actions will be taken to comply with your waste
management plan. Failure to do so may result in the facility losing it's deemed permitted status,
requiring it to obtain an individual non discharge permit.
Please be aware it is a violation of North Carolina General Statutes to discharge wastewater
to the surface waters of the State without a permit. The Department of Environment and Natural
Resources has the authority to levy a civil penalty of not more than $10,000 per day per violation.
When the required corrective actions are complete, you must notify this office in writing
at the address below. If you have any questions concerning this matter, please call David
Holsinger or Brian Wrenn at 910-395-3900.
Sincerely,
Brian L. Wrenn
Environmental Specialist
cc: Harold Jones, County Soil and Water Conservation
Sandra Weitzel, NC Division of Soil and Water Conservation
Don Butler, Carroll's Foods, Inc.
Operations Branch
Wilmington Files
S:\WQS\BRIANWIDEF98\DUPLM31-86-2.DEF

RECEIVED AUG p 5 1998

RE
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BY:
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Stwrt o
rye
State of North Carolina
Department of Environment, Health, and Natural Resources
W i lnington .Regional Office
James B. Hunt, Jr. Division of Water Quality Wayne McDevitt
Governor Secretary
October 27, 1997
'Eerttr,w--m-#ZZ-312 636 661
Return Receipt KMueAed
Dale Atkinson
Dale Atkinson 1-6 Farm
1587 South NC Hwy. 50
Magnolia, NC 28453
Subject: NOTICE OF DEFICIENCY
Dale Atkinson 1-6 Farm
Facility Number: 31-86
Duplin County
Dear Mrs. Atkinson:
On October 22, 1997 Staff from the Wilmington Regional Office of the Division of Water Quality,
inspected your animal operation and the lagoon(s) serving this operation. It was observed that some erosion
of the clay liner has occurred on the lagoon. Large cuts were observed on various sections of the inner dike
wall of the lagoon. It is our concern that some of these gullies may become deep enough to cut through the
liner material and sacrifice the integrity of the structure.
As discussed at the time of the inspection, the cuts should be filled with a suitable clay material,
compacted and reseeded with an appropriate vegetative cover. In addition, animal holes on the inner dike
wall should be filled with clay and reseeded, and all bare areas should be reseeded. When using aluminum
pipe for irrigation, the joints of the pipe should be set up on either side of ditches and storm water drainage
areas. The nitrogen balances in the spray records should be updated monthly using the IRR-2 form. We
suggest that you contact your service company, local NRCS or Soil and Water District office for any
assistance they may be able to provide to correct the situation.
To remain a deemed permitted facility, you must notify this office in writing within fourteen (14) days
of the receipt of this notice, what actions will be taken to comply with your waste management plan. Failure
to do so may result in the facility losing it's deemed permitted status, requiring it to obtain an individual non
discharge permit.
127 Cardinal Drive Extension, Wilmington, N.C. 28405-3845 0 telephone [phone] • Fax [phone]
An Equal Opportunity Affirmative Action Employer

Dale Atkinson
October 27, 1997
Page 2.
Please be aware it is a violation of North Carolina General Statutes and Rules to discharge wastewater
to the surface waters of the State without a permit and/or to fail to follow a certified waste management plan.
The Department of Environment, Health and Natural Resources has the authority to levy a civil penalty of
not more than $10,000 per day per violation.
When the required corrective actions are complete, please notify this office in writing at the address
below. If you have any questions concerning this matter, please call David Holsinger, Andy Helminger or
Brian Wrenn at 910-395-3900.
Sincerely,
Brian L. Wrenn
Environmental Specialist
cc: Billy Houston, County Soil and Water Conservation
Sandra Weitzel, NC Division of Soil and Water Conservation
Don Butler, Carroll's Foods
Operations Branch
Wilmington Files

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US Postal Service l
Receipt for Certified Mail
No Insurance Coverage Provided.
Do not use for International Mail See reverse
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Office, State, & P Code
Postage 3
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Certified Fee
Special Delivery Fee
Restricted Delius
Return
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TOTA%L P, aees
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Postma `�019N��

State of North Carolina
Department of Environmen
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E.,
Dale Atkinson
Dale Atkinson Farm 1-6
1587SNC50
Magnolia NC 28453
Dear Dale Atkinson:
DEC 9 9 1997
Director
December 4, 1997
CKNA
BEN F= I
Subject: Farm No. 31-86
Additional Information Request
Dale Atkinson Farm 1-6
Animal Waste Operation
Duplin County
The Non -discharge Permitting Unit has completed a preliminary engineering review of the subject
application. Additional information is required before we can continue our review. As a follow-up to our
letter of September 4, 1997, please submit by January 4, 1998 two copies of the field map indicating the
location of the spray fields where animal waste is disposed as required in the General Permit Application
Form.
Please reference the subject farm number when providing the requested information- All
information should be signed and submitted to my attention at the address below. Please note that failure
to provide this additional information on or before the above requested date can'result in your application
being returned as incomplete.
If you have any questions regarding this request, please call me at [phone], extension 363.
Sincerely,
J.R. Joshi
Soil Scientist
Non -discharge Permitting Unit
cc: Wilmington Regional Office. Water Quality
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recyc!ed/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
CERTIFIED MAIL
RETURN RECEIPT REQXJESTED
Dale Atkinson
Dale Atkinson Farm 1-6
1587 S NC 50
Magnolia NC 28453
Farm Number: 31-86
Dear Dale Atkinson:
ELF,. �71DA,
SEP421997-0•
BY:
ID F= F=t
August 28, 1997
You are hereby notified that Dale Atkinson Farm 1-6, in accordance with G.S. 143-215.1OC, must
apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your
farm has thirty (30) days to submit the attached application and all supporting documentation. In
accordance with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section
19(c)(2), any owner or operator who fails to submit an application by the date specified
by the Department SHALL NOT OPERATE the animal waste system after the specified
date. Your application must be returned within thirty (30) days of receipt of this letter. Failure to submit
the application as required may also subject your facility to a civil penalty and other enforcement actions
for each day the facility is operated following the due date of the application.
The attached application has been partially completed using information listed in your Animal
Waste Management Plan Certification Form. If any of the general or operation information listed is
incorrect please make corrections as noted on the application before returning the application package. The
signed original application, one copy of the signed application, two copies of a general location map, and
two copies of the Certified Animal Waste Management Plan must be returned to complete the .application
package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Permits and Engineering Unit
Post Office Box 29535
Raleigh, NC 27626-0535
If you have any question concerning this letter, please call Mike Lewandowski at [phone]
extension 362 or Dave Holsinger with the Wilmington Regional Office at [phone].
Sincerely,
•
res fon 4HV,4J r., P.E.
cc: Permit File (w/o encl.)
Wilmington Regional Office (w/o encl.)
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Govemor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
September 4, 1997
Dale Atkinson
Dale Atkinson Farm 1-6
1587 S NC 50
Magnolia NC 28453
A4�j
I DEHNR
RECEI VED SEp 0 g 107
Subject: Farm No. 31-86
Additional Information Request
Dale Atkinson Farm 1-6
Animal Waste Operation
Duplin County
Dear Dale Atkinson:
The Non -discharge Permitting Unit has completed a preliminary engineering review of the subject
application. Additional information is required before we can continue our review. Please submit by
October 4, 1997 two copies of the filed map indicating the location of the spray fields where animal waste
is disposed as required in the General Permit Application Form.
Please reference the subject farm number when providing the requested information. All
information should be signed and submitted to my attention at the address below. Please note that failure
to provide this additional information on or before the above requested date can result in your application
being returned as incomplete.
If you have any questions regarding this request, please call me at [phone], extension 363.
Sincerely,
J.R. Joshi
Soil Scientist
Non -discharge Permitting Unit
cc: Wilmington Regional Office, Water Quality
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B: Howes, Secretary
November 13, 1996
Dale�itkinson
Dale Atkinson Farm 1-6
1587 S NC 50
Magnolia NC 28453
SUBJECT: Operator In Charge Designation
Facility: Dale Atkinson Farm 1-6
Facility ID#: 31-86
Duplin County
Dear Mr. Atkinson:
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several months and will continue to be offered through December 31, 1996.
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 91gn33-0026.
Sincerely,
A. Preston Howard, Jr., irector
Division of Water Quality
Enclosure
cc: Wilmington Regional Office
Water Quality Files
P.O. Box 27687, N%ICAn
FAX [phone]
Raleigh, North Carolina 27611-7687 Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 50% recycled/10% post -consumer paper

Animal Waste Management PIan Certification
(Pltt ' • tvne or print all information that does not reauire - denature)
C tZeral Information.
Name of Farm: Oxle, A+k;nlo j 1- 6 Facility No:_ 1 �b
Owner(s) Name:QhlPA. �, 4___ Phone No:
Mailing Address: S N G 0 c f
Farm Location: Fourteen Digit Hydrologic Unit: o,3o jogo D osoo xp
Latitude and Longitude: 34" S*` 06" lam° Sµ 34" County: &abs -
Please attach a copy of a county road map with location identified and describe below (Be specific:
road names, directions, milepost, etc.): 04 h(, 4' 5�^ 00.'0�roV. 0.1 r4.1Q .So.44h o-f ; e±.
SIB .193 `)--
Oneration Deseriation:
T)>pe of Swine No of Anintals. Type of Poultry No of Animals Type of Cattle No of Animals
r) Wean to Feeder ❑ Layer 11 Dairy
Feeder to Finish 420 13 Pullets 13 Beef ,
C] Farrow to Wean
0 Farrow to Feeder
❑ Farrow to Finish Other Type of Livestock: Number of Animals:
J�- .-�y%n �lr /yyy�rt}.:s ;�/y a )�]:. pr/y"xS ..6,. a sf�4 Y{ Y'�' tt -,; G' , °• -x -- x �c�5 �` 'o: r �� L�cure �tr tar ,� �,^�� i:.{r + 3 ;f�
i[i.� `-}J ,�i'�7V/1�'�diM�i s {. �. � 4 Y S � R �;r - � Y1^' c'J: -k 'C - - � a - -4.#• 'Gi 4 iv ', k�'. -_- � Y - YF4:
C
. �-i. F:-:..:.;r2t�• 'toy`r.: r.:, >7Lnr>...'R@,.�fird.,..-..:... �'�`.;�.. -„ , ..-:..., n..{z:.,.- ... :�-r.,.-t &�v. ;... -. �cox..W :a:F .w,-.r *a:, .,�., 4.,aR�w�a.£,�-{ n.,:n: x,..=.,«. nM�i.r.<.^*hEr:e.,9�, �% -:A«
..� :.::''h4v<<�„ +�r>-, ,k{h3 F -a- -'c• }k...,,j�:,:::}. ":!'iXo•k- --N��syni i. 3 �s
,t y - J a }fix pppp �-. rt .�' f � t k,�y♦ '►,�j +��/ a �n �yn)ir ,c+,ei4y r _ e 'r -:
�7�����YiJ1��`2���r472 - � yh S f � �•i�5�!'s�C'.' �4i4Yi;`6 - � "S _ - S rr,. } N .c } y �� l'
r - ...-..e C2n r--.-,. .�'.'"n6".... ..-, .:.- ry.... _:�:,::... ....} ..-.-rr.... '. .m.,:.. d:?'+}y!o: {R: Qd's:i%c;�c.h. :: x�x <n:v... �'F :,L..:.. ? I•
fir ..........: r": :x.,. .y. •. r.x..}., :{r.2.k+"V:s'w
.s;..y.:.r .t. ,:-w}:': .:.xs4.�:':hr::?:�x, '?•:Y'?Y "-�:-'-
} a yf -.�.�..:-:.},f•.o3fr ai•. �,�2 +n�
S�
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-rr.??-} A�:t��. .:i�:.r. >- w.r.:} krc•.. _ >,r
>> .�{-�1�'F* rr€.f:• �:C,r. i- Y.�-` St>-..:.>.. �r ai.. :.:3:4:'i{- T 'T r.`{FC.Y }: 4 S,-
<i.{ ,i�'�,,�.: Y•_ (,� n y�� - y •:L4Y-- 'ti - } . h'.. i
9rll £]'f�2�2{ yEF 1Lv"'a-r $�,,` kx�'.-tEa Yy - q -Ci 2-' :fit Y x �, } F°
m.nx!-...: ${ :.�.5 ntn>}. pi-4:..:a. .:{, -S. 2.a:-:.. k.:'i4.%. fw:, „ ,..'�.. r• :.'..3.: ,r n... ..,- .#wr:... r.:. .w.}. .:.n :. .,.`i....:-. ,,.:.';
'v
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,r �,"j�r�• �rk{�'l4 {?: { - ¢ -�{y /�.�j� ��- - � q ,'r,�/.;,p,��,�,�s�,��y - ^F -.f
�.'d:',w f{ f�+ ���..tr�w4�`tir`l'b���`'d..,.'�:�a5�'_r,♦ii''�8r:?1^"fa�i`'t,E$�3e}a$a.4rc �f �^��,i',i,?'�sSt�ttiayx���k'!o �� r4%i�"t�.YcO.ru�F'i[ii�F� � #2„r 4 �v
..��. *.",F r?..,...- •,ii.�S} C`+� - -: . }ARh�,a-'.rn.vd..eLaYrira'Giaa ....:::�a'fD.L'strk�.v`Rt-:4.`i'-?i{+bl.z •,.rC:oi,xK1L.zY2c?e�#n}�'i�n �,-.:?�2F•�..'ww,z�2 ' A,. 4 .z„
Acreage Available for Application: 1f3.5' Required Acreage:,
Number of Lagoons/Storage Ponds: 2ThIal Capacity: 1.61 Cubic Feet (63)
Are subsurface drains present on the farm: YES or NO (please circle one)
Owner/Manager Agreement
I(we) verify that all the above information is correct and will be updated upon changing. 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 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) understand that there
must be no discharge of animal waste from the storage or application system to surface waters of the state dither directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical standards developed by
the Natural Resources Conservation service. The approved plan will be filed at the farm and at the office of the local Soil and Water
Conservation District, I (we) know that modification must be approved by a technical specialist and submitted to the Soil and Water Conservation
District prior to implementation. A change in land ownership requires written notification to DF_M or a new certification (if the approved plan is
changed) within 60 days of a title transfer.
Name of LanWwner: ne is
Signature: &4
Name of Manager (if
Signature:
AWC -- April 24, 1996
from owner):
Date: q6
Date:

-(lperai:ar:�_-___._ _ .___ _-_---_---•----___--_->UALE BROCK
county a
Date: 1/98
Dist. to nearest a`eSideace (at•her than r)uiter)
sows (farrow to
sows (farrow to
mead (fieeiehing oealy):-_-____ ____ _. _:____>
124.0
sous (farrow to
(lead (W all to
Ave. Live Wight for other opera tions(lb ,. )=>
Storage volume for sludge acouea. (cu. ft.) : =>
Treatment Volume (min. I cu.
1.0
25 Year - 24 Hour Rainfall
7.5
Rainfall in, excess of evaporation (in.)=====>
7.0
Drainage area of buildings & lots (eq. ft.)=s-
Vol.ume of gash waiver ( gallons/day) `=========>-
Temporary otorage period (dayi0=============>
160
Freeboard (ft.):_________ __ __ __________ _}
1.0
Side slopem Unside
2.5 1
Int:ide top length (ft.) : _- -_. _.-_,_---___ =y
220.0
Inside top width (it.):______r______________y
163.8
Top of dike elevation f ft. } ; __ _ .___.--__ ..__>
51.8
Bottom of Lagoon elevation (ft.) :-_===__=___>
40.8
Seasonal high water tobl.c(5HWT) elev. (ft.):=>
41.0
Total required 231820 cu.
ft.
Actual design volume:==============> 256275 cu.
ft.
Strap pumping el. (> or = to 41.0 ft. SHWT)?
48.0 ft.
(> or = to 46.8 ft. Min. )
Required minimum treatment volume: 167400 cu.
ft.
Volume at stop pumping elevation: 167830 cu.
ft.
Start pumping elev. : ---__ ---- , .____. _...___->
50.1 ft.
Volume at start pumping elevation: 232833 cu.
ft.
Actual volume less 25yr-24hr rain: 233754 cu.
ft.
ROTE: Verify that temp. storage is adequate-
Req. volume to be putAped:====> 61899 cu.
ft.
Actual voluitte to be pumped:==> 65003 cu.
ft.

CARROLL'S FOODS, INC.
P. O. Orawwr 856
WARSAW, NORTH CAROLINA 28398
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
FARM
NAME OR NUMBER
FARM DESCRIPTION
LOCATION . I,24.1PL r N
W16?17 1
1-4 a d
BEFORE BEGINNING EXCAVATION
COMPANY FARM LANDOWNER IS ADVISED TO CONTACT
ULOCO TO ASSURE THAT UNDERGROUND
UTILITIES ARE NOT DESTROYED
1-800fi32-4449
CONTRACT GROWER

TABLE OF COHTEHTS
4Vi,cinity Map .............................................. 1
(ASCS Field -Map ............................................. 2
Soils Map ................................................. 3
Soil investigation Worksheet 4
JWaste Treatment Plan ...................................... 5
Waste Utilization Plan .............................. 6
+Operation and Maintenance Plan ............................ 7
Construction Specifications For Lagoon 8
Seeding Plan (Farm Site) .................................. 9
d Computer Drawing of Existing Ground .......................10
Existing Elevations.......................................11
Lagoon Cross Section Diagram...........................0...12
Computer Drawing of Proposed Lagoon & Building Pad ........L3
fSite Balance Report.......................................14
Computer Drawing - All Data - Proposed .................*e.15
Computer Drawing - Contour Lines ............ .•....•••.••..16
,/Computer Drawing - Sloping Lines .............a ........ ....L7
NM Computer Drawing - Slav -up of Lagoon Carrier .. ............18
Building Pad Elevations ... .IS., Fre:.:�:'tD ;�:.. vtc� ............ i9
Computer Cross Section -- Existing - Proposed - Balanced ...20
Facility Overlaid on Existing Topo Map .....................21

� t• t'•�� LI q t � w y
4 � 7! � 1 ; �'1 d �•� t r J
xx
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:; 1t a � 7 FAX � s r ! +r
y tt
IF • " tii a 4 a /.
a !
� � � Jsrilulrox '
' ITS
r JTYJ! YON�� t1 IIi rile� ,? J
Y - - -- .fit•,_ -'-r'- � .- --- � � _ -� _ �Y•s�' :l1
is
OMM
IL
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- � C w 1 ,< 1 a pp n _•�• rr Y
•S 1•
h '!•.y.

i
Operator:DAIL
BROCK County:
DUPLIN
Dates
08/23/93
Distance
i
to nearest residence (other
than
owner)
1200.0
feet
1. STEADY STATE LIVE WEIGHT
0
sows
i
(farrow to finish)
x
141
lbs. =
0
lbs
0
sows
(farrow to feeder)
x
52?
lbs. a
0
lbs
3520
head
(finishing only)
x
13P
Lbs. =
475200
lbs
0
sows
(farrow to wean)
x
43¢
lbs.
0
lbs
head
(wean to feeder)
x
30
lbs, a
0
lbs
TOTAL STEADYSTATE LIVE WEIGHT (SSLW) = 475200 lbs
2. MINIMUM REQUIRED TREATMENT'VOLUME OF LAGOON
Volume = 475200 lbs', SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW- 1 CF/lb. SSLW
Volume = 475200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet I "Owner requests no sludge storage.
Sludge gill be removed as needed."
4. TOTAL DESIGN VOLUME
Inside top Length 90.0 feet p Ins de top width 235.0 feet
Top of dike at elevation .47.1 fee
Freeboard 1.0 feet t Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at ele ation 46.1 feet
Bottom of lagoon elevation 36.1 fee
Seasonal high water table elevation 36.0 feet
Total design volume u Ing prismoidal fo mula
SS/END1 SS/EN02 SS SIDE1 SS/SIDE2 ENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 84.0 229.0 .10.0
AREA OF TOP
LENGTH * WIDTH =
384.0 229.0 87936.0 (AAA OF TOP)
AREA OF BOTTOM E f
LENGTH * WIDTH =
324.0 169.0 54756.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
354.0 199.0 281784.0 (AR3A OF MIDSECTION * 4)
CU. FT. b NAR18A. TOP + (4*AREA MIDSECTIO } + AREA BOTTOMO * DEPTH/6
87936.0 281784.0 54756.0 1.7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 707460 CU. FT.

3
S. TEMPORARY STORAGE REQUIRED!
i
5A.
513.
5C.
DRAINAGE AREA:
Lagoon (top of dike)
*
Length Width = I
390.0 235.0 91650.0 square feet
I
s
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 91650.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Approximate daily production of manure n CF/LB SSLW 0.00136
Volume = 475200 Lba. SSLW * CF of Was a/Lb./Day 180 days
.Volume = 116047 cubic feet
Volume of wash water I�
! I
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system.a Flush systems that recirculate
the lagoon water are accounted for in 5 .
i
i
Volume - 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume - 0.0 cub c feet
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceedi evaporation by largest amount.
180 days excess rainfall 7.0 inches
Volume - 7.0 in •DA / 12 inches p aar foot
Volume = 53462.5 cub f
c feet
I

SO. Volume of 25 year - 24 hour storm
Volume a 7.5 inches / 12 inches
Volume - 57281.3 cubic feet
TOTAL REQUIRED TSMPORARY STORAGE
I
5A. 116047 cubic feet
5B. 0 cubic feet
5C. 53463 cubic feet
5D. 57281 cubic feet
TOTAL 226790 cubic feet
6. SUMMARY
Total required volume! 701990 cub
Total design volume avail. 707460 cub
Min. req, treatment volume plus sludge
At elev. 43.4 fee J Volume is 4
..Total design volume less 25yr-24hr stor
At elev. 45.4 fee f volume is 6
Seasonal high water table elevation
7. DESIGNED SY,�AL^Zb,(A^. APPROVED 8
DATE: - -C(3 OAT
i
3
NOTE, SEE ATTACHED WASTE UTILIZATION PL
I
foot * DA
feet
feet
cumulation. 475200 cubic feet
769 cubic feet tend pumping)
is 650179_cubic feet
6802 cubic feet (start pumping)
36.0 feet
V4I13
SCS DOES NOT CERTIFY
THAT EXCAVATION AND
FILL VOLUMES ARE
CORRECT
a

i
OPERATION'AND MAINTENANCE P).AN
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions,flu ping operations, and
the amount of fresh waterladded to the syst m.
Land application of waste water is recogniz d as an acceptable
method of disposal. Methods of application Include solid set,
center pivot, guns, and t aveling gun irrig tion. care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
I
The following items are t' be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excepsive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoonthereby reducing Odors. Solids should be
Covered with effluent at all times. I
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of was a (see Attachment 8)
before land application. i
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 45.4 as marked bit permanent marker , Stop pump -out when
the fluid level reaches 4evation 43.4 o before fluid depth is
less than 6 feet deep (this prevents the to s of favorable
bacteria)
4. The recommended maxim m amount to apply per irrigation is
one (1) inch and the reco ended maximum ap llcation rate is 0.4
inch per hour.
5. Keep vegetation on th embankment and areas adjacent to the
lagoon mowed annually. V?getation should be fertilized as needed
to maintain a vigorous atInd.
6. Repair any eroded are s or areas damagel by rodents and
establish in vegetation.
7. All surface runoff is to be diverted frm the lagoon to stable
outlets.
S. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States' The Department of
Environment, Health, and Natural Resources, f Division of Environ-
mental Management, has the responsibility fpr enforcing this law.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
I
Clearing:
All trees and brush ahallibe removed from t e construction area
before any excavating or fill is started. tumps will be removed.
within the area of the foundation of the em ankment and fill areas
and all excavated areas. jAll stumps and roots exceeding one (1)
inch in diameter shall be; removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before piacement,of
embankment material. ;
Cut-off Trench
A' - --- {
I
'"' ' " A cut --off trench (when spec.ified) shall be
the plans.
construction:
-------------
Construction of excavated and earthfill ari
the neat lines and grades as planned. Devi
require prior approval ofithe SCS. Sarthfi
in standing water and reasonable compaction
performed by the construction equipment or
placement. The embankment of the lagoon of
' "the more r— !—i'au —materials: ""�^Constructic
include ten (10) percent for settlement. 9
when areas of unsuitable material are encot
be excavated a minimum ofone (1) foot belt
compacted with a suitable! material (ie-CL,:
investigation information in the plans for
Precautions should be taken during constru(
erosion and sedimentation:
{
Vegetations
All exposed embankment and other bare consi
seeded to the planned type of vegetation ai
construction.
as shown in
s shall be performed to
tions from this will
1 shall not be placed
of the fills shall be
heeps-foot roller during
11 be installed using
of-ft l io-he ight s-.shal l
protect against seepage,
tared, they will need to
grade and backfilled and
,CH). Refer to the soils
pecial considerations.
ion to prevent excessive ,
cucted areas shall be
soon as possible after

.i
SEEDING RECOMMENDATIONS
AREA TO BE SEEDED: 3.0 ACRES
i
USE THE SEED MIXTURE INDICATED:
1r�di`;LBS. FESCUE GRASS S 60 LBS./,
(BEST SUITED ON CLAYEY {
SEEDING DATES: SEPTEMBE.
x
0 LBS. 'PENSACOLA' BAHIA GRASS
(SEE FOOTNOTE NO —I)
SEEDING DATES: MARCH 15
24 LBS. HULLED'BERMUDA GRASS S
(SUITE? FOR MOST SOIL Ci
SEEDING DATES: APRIL 1 '
--.,*;LBS. RYE GRIN S 30 LBS./ACRI
0 LBS. RYE GRASS S 40 LBS./ACR'
SEEDING DATES: DECEMBER
LBS. I
APPLY THE FOLLOWING:E
3000 LBS. OF 10-110-10 FERTILIZER
6 TONS OF DOLOMITIC LIME (2 TON
300 BALES OF SMALL GRAIN STRAW (1
ALL SURFACE DRAINS SHOULD BE INSTALLE
ALL DISTURBED AREA IMMEDIATELY AFTER
APPLY LIME AND FERTI IZER THEN DISK T
SMOOTH SEEDBED. APPY SEED AND FIRM
OR SIMILAR EQUIPMENT 'APPLY MULCH AN
ANCHORING TOOL OR NS ING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO
BERMUDA GRASS. WHEN USING BAHIA,
LBS./ACRE OF COMMON BERMUDA BS IN
UNTIL BAHIAGRASSiIS ESTABLISHED.
.WET SOIL CONDITIONS)
15 TO NOVEMBER 30
60 LBS./ACRE
0 JUNE 30
{
LBS./AC.
DITIONS)
JULY 31
(NURSERY FOR FESCUE)
(TEMPORARY VEGETATION)
TO MARCH 30
i000 LBS./ACRE)
4/ACRE)
30 BALES/ACRE)
(PRIOR TO SEEDING. SHAPE
�RTH MOVING;IS COMPLETED. E
PREPARE A 3 TO 4 INCH
M
DBED WITH'A CULTIPACKER r
SECURE WITH A MULCH F
STABLISH THAN COMMON
T IS RECOMMENDED THAT 8
.UDED TO PROVIDE COVER

3.A0
44.90
.90 4. 18
42.Be
61.00 S2.iB
48.66
46.60
1.60
444Ua*0
44.B0
44.70
i 'T
44.00
38.60
49: 0 0 ..
_.
58.8839.60
48.30
42.60
41.60 39.3
68.1%7.80
37.40
39.70
40.80 40.8
A$s®@
_ 36.80
34.80
36.30
38.70 38.30
138.88
Delight
Plot of all date for the s:urfaca:
Existing
Project: DALE BROCK
Drawing: 9HTI
Number:
Location:
Sid Date:
Engineer:
Owner:
Estimator:
Prepared bW: using 8ita:work

:. - oAl:%NeVA t NT a LbR.
FIAlzgeD P I D 0 k EiC-V,
PAp EIfiv,
010
T:� fcaAL ckoss SC-cT opt VIEW Or A 0
P I-'R+�c k�'A RG ptsl&sl
ftDoTt0rA o F suvk�
�oTiiL DESOYN
5'ToRW&E 6LSV,
r-tip--I
j
y
8
1�V�R of DVIICT 5.9,�_r!
5v�poR'f �RGv�N
�EpTH
atirr om EL Vi
S tE . (A
sgvE-kr ov
AETTLC b
/ TOP OP D1KE
7 SLeV.
g,s" 31 0 . 1

Orientation: -46.0
ss, ee'�•''•'••�
se. ee �•••�''��
45.00 •••'..
40.00'
35.00'
30.0
Lower Left
30 Mesh Surface
Balanced
Project: DALE BROCK
Drawing: SHTi
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bye: using Sitework
iclination: 00.0
30 Mesh Surface

Fill shrink/swell percent: 20.00 Cut shrink/swell percent:
0.00
Iterating to balancing
within 10.0 cubic yards...
delta
Cut Fill
CUT - FILL
0.00
8872.27 26908.05
-18035.77
-2.12
17634.21 15772.27
1861.94
-1.93
16716.03 16696.29
19.74
-1.92
16706.21 16706.33
-0.12
Lower -Proposed" by
1.92 feet.
New surface called
"Balanced" has been created.
'
aa�eeaaazssmaa.--asa�omraaaaa--sa
P.roject:. ...DALE --- BROCK.- _..•...__....
- ---.., .._ ... - ... _- ..._ ___ _....._. ...... _._
Drawing: SHT1
Number:
Location:
Sid Date:
Engineer:
Owner:
Estimator:
seaaaacaacaaascmaa��=aa�=aaaca
�_....—
CGpa=aTasaca�aa��a=a===s9a=ca

Daylight
Plot of all data for the surface:
Balanced
Project: GALS BROCK
Drawing: SHTi
Humber:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

M40"4TS BUTSM ' :FFq parade -id
. :ro�awT�a3
;sump
:raauTBu3
:a'4ea PTO
:uaT-4eeo-I
: "gwnN
TINS :BuTmarp
Mobs Alva :-40a road
paouaTag
:soaj.ana 04-4 -104 04aF rn0-ua5 W414 fo 30Td
se

38.58
36.08
Plot of the sloping lines for the surface:
Balanced
Project: DALE BROCK
Orawing: SHTi
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared dy: using..Sitework
r

.. _s+' _..-� �� �-s-• - ;-- ��--; ' ! � �•�-i-T-: �-_-i r•_� _T_i s �_.i '�y.� i .•_ .: y�/� i 11 ,
.- j"• t • - L -i-.i_ -
,—_l_i.».i-'-T-f•'� -"i ^ i-Ti - -'_�'_1_.._= -.i. _'. -- - ~ "•- ••-% - { --- ..
Z. ...L�_-, 'j- E i I � 1-t��_' i : � I i• __1_i 1 ! ! ? i , - r - - .. ._ � , '
1 -�'1" f i ^i I'S 1�' t�. - - - - - • - - • -
iT-»•I_r- t � i i T 1 1 r 1 � 'r;-"%—_ _i _` - r"i-• �' �__--'. -1•-T i• ' i , - : __ -- .
I-- .�
• 1 r L—�'T.r i I�=- 1 -�1 ' i I 1 S..__� .-1 i �^r� - _� •. _ i .._ ._ _-_.
1 , 1 1.__.._
L., Z; T ELI
LSE-=J�Q'#
4I; •
'47-1 r���INtSNtl:�G?--. •-'=i-�_��;. • � . •-_: F•_.�..,: ..:_
-,_-- ------ ; ----. - ; p--� ; � ---_ , .; ,-:--; • ma�yy-t'
\'.=V
Ai T fi 1 i.l.. - -•i•- -i--- --_1 i,..:.�=-i_,--1-•� i 7•-: i` - ^,r- . Ji-{-�
S u O- t�',� .:-y X. ; i ' f rl..'Y'1 ._..•'..:I i + ' 1 _'�._, _ ._ _ _0.. .I _ _ - i
•i_.r '�'T- ! —I '—��j-:- • i-r s 1 i- t• 1 _ ! '___*_1 -t-• l �_t 'Y 3 - �j1"t,�/ •, 'iV �
IF rl
i i-r-t '� ,T.Y',i - —... .-•; - -r•-- -- -;-i-�:j'-i•^ - -,- ' L - �r-f ,-11- - °- i - •iY • -- -
•.._� _ {�—r t �.. r..:. + i. r-, .1..,_, S_i _.-,tr. _ .� - _r_ - I i I i
.mil -•�-' - _ ;_�-. '�-: -i i -; - :-`' --1
AL
Yk
7-7
' `�--�- -'F�-�-.7_. __ � :.J_'A. � _ 7� �_— - raj, .�. _._ ._..I iy - � '",� •+~
i

Operator:Dale Brock
County:=_Duplin
Date:____ ########
Dist.to nearest residence (other than owner): ft.
sows (farrow to finish):___
sows (farrow to feeeder)
head (finishing only) 3520
sows (farrow to wean)
head (wean to feeder);_____ _________________> 0
Ave, hive Weight for other Qperations(lbs.)=>
Storage volume for sludge accum, (cu. €t.):=>
Treatment Volume (min. 1 cu. ft./lb.)==­__> 1:0
25 Year - 24 Hour Rainfall (in.)============> 7,.5
Rainfall in excess of evaporation (in.)=====> 7.0
Drainage area of buildings & lots (sq. ft.)=,
Volume of wash water (gallons/day)--=--=====>
Temporary storage period (days)-=====___.====7 180
Freeboard 1.0
Side slopes (inside lagoon):==a=====___=_> 3.0 1
Inside top length 390.0
Inside top width {ft,]; ___-__- -___=> 235.0
Top of dike elevation (ft.):=________________ 47.1
Bottom of lagoon elevation 36.1
Seasonal high water table(SH14T) elev.(ft.):=> 36.0
Total required volume;===== -_____==> 701991 cu. ft.
Actual design volume: 707460 cu. ft.
Stop pumping el.(> or = to 36.0 ft.SHWT)> 43.3 ft.
(> or = to 42.1 ft.Min.)
Required minimum treatment volume: 475200 cu. ft'.
Volume at stop pumping elevation: 476953 cu. ft,
Start pumping elev.:_____________________> 45.4 ft.
Volume at start pumping elevation: 646802 cu. ft.
Actual volume less 25yr-24hr rain: 650179 cu. ft.
NOTE: Verify that temp, storage is adequate:
Req. volume to be pumped:====> 169510 cu. ft.
Actual volume to be pumped:==> 169849 cu. ft.
Oai "5'^ SJ tit m a� Jk C&�`

Animal Waste Management Plan Certification
C�_-nerai Information:
G
Name of Farm: C61p, nfn ) - 6 _ Facility No:31-F6
Owner(s) Name: B, J9+ki4fo4 _.. _ Phone No: `10-.tq6-,Z�gEq
Mailing Address:_ ],�� S N G SD , N! �„ n l ;g N C. 2.-#,s" 3
Farm Location: Fourteen Digit Hydrologic Unit:_! 3IQ o r) a Eoo2a -
Latitude and Longitude: 340 15-41 06 I 77c S4 ' 34 46 County: Z)IjQb t
PIease attach a copy of a county road map with location identified and describe below (Be specific:
road names, directions, milepost, etc.): On INC a,,,,,7- -o .AnrDx. M� 1. . So,.jh
se, 1 ' ,3
Operation Description:
7}rpe of Swine No of Animals. Type of Poultry No of Animals Type of Cattle No of Animals
D Wean to Feeder 0 Layer ❑ Dairy
ceder to Finish 4760 -0 Pullets E3 Beef
Cl Farrow to Wean
0 Farrow to Feeder
Q Farrow to Finish Other Type of Livestock: Number of Animals:
Acreage Available for Application: 43.5- Required Acreage: 4,3.,5 _
Number of Lagoons/Storage Ponds: 2 I Capacity: 96.3 73 S' Cubic Feet ff 3)
Are subsurface drains present on the farm: YTS or NO (please circle one)
Owner/Manager Agreement
1(we) verify that all the above information is correct and will be updated upon changing. 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 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) understand that there
must be no discharge of animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-lour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical standards developed by
the Natural resources Conservation Service. The approved plan will be filed at the farm and at the office of the local Soil and Water
Conservation District. 1(we) know that modification must be approved by a technical specialist and submitted to the Soil and Water Conservation
District prior to implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved plan is
changed) within 60 days of a title transfer.
Name of Land wner !c C ,
Signature, 1 �
Name of Manager (if different from owner):
Signature:
AWC -- April 24, 1996
Date: Z012.06-
Date:

- --------
- -
...... - ------
- -- - ----- -- 7..
.. .... ...... .
..... .
f7l-
.......
........
..... . . ...
7..
em
...-------
.... ....... .. -1 ...... ......... .. ....
...........
..........
.....
. ... .........
......
-----------
.........
... ..
kv-
..... ...... .....
..... ......
.............
................ .
.........
. . . .....
.. ......... ....

BROCK
C�aunty:::� �_____::__-_ __::_-:_::::---___:___::_�__==>•I)13PLx)1
1)iut. to nearest 1'4t;.iwlw--nt-e (other than owner):
ouva U-zrrov to
sovs (farrow to
)lead (finiohiny rnrly } ; ____::_:: ____=_== __ _==>
124.0
s-;ovr (J:arrov to
hezid (veall to
Avt_1. Live Wc..ight for either operations(Ib:�:. )_>
StOl'age volume .for ►sl UdgL aC:b:i. M. (Cu. ft. ) : =>
Treatment Volume (min. ). i:m-
1.0
25 Year - 24 (lour Rainfall. (i.n.
7.3
Rainfall ill excess of evaporation till. }_____'
7.0
I)r r,_i_ttaRe area of bu:i.idi ngts h lats (:3q. ft. ) _>
Vnluine Of vaeh water
Temporary stor lue period
too
Ire boyrd (ft. ) :
Side i3lupe-zt (inside
2.5 . 1
Inside toll Length
220.0
:€rs:3i.de top width
163.8
Top of diko elevativii (ft. ): __-----•--_____->
51.19
Bottom of lagoon elev.Aion 0"t.) :======_====>
40.8
See-mmial high vater table (41iWT) eJ.ev. (ft.) : =>
41.0
'total required 231820 cu.
ft.
Actual design volume: ======-======�> 2565275 au.
ft.
"atop pumping ej.. C. or = to 41.0 ft. SHWT)>
48.0 ft.
(> or = to 4G. 8 ft. Hi.n. )
Required min:i.mu,n tzeathient volume: 167400 cu.
fL•.
Volume at f-,top Pumping elevation: 167830 cu.
fL.
Stara: pump:i.uy L.+lev..
50. 1 ft.
Volume at start pumping elevation: 232833 cu.
ft.
Ar; ual volume leFm 7_:75yr-241rr rain: 233734 cu.
ft.
NOTE: Verify that temp. storage io adtNuate—
Req. volume Lu be puEnpred: _. =-> G1899 cu.
ft.
Actual volumo to be pumped: ==> G5003 cu.
ft.

CARROIL'S FOODS, INC.
P. O. Drawer 856
WARSAW, NORTH CAROLINA 28398
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
FARM
NAME OR NUMBER
FARM DESCRIPTION
C,7AI L
LOCATION
1-4
Z� hV
BEFORE BEGINNING EXCAVATION
COMPANY FARM LANDOWNER IS ADVISED TO CUNTACT
ULOCO TO ASSURE THAT UNDERGROUND
UTILITIES ARE NOT DESTROYED
CONTRACT GROWER 1-900-632-4949
-T'le c sv� . sut a�-e c..w,� c.� r�
t � tf

r.
TABLE OF CONTENTS
+Vicinity Map .............................................. 1
.4ASCS Field .Kap ............................................ 2
Soils Map ................................................. 3
Soil Investigation Torkaheet 4
Waste Treatment Plan ................. 0.0......0........... 5
Taste Utilization Plan ..`.�.............................. 6
Operation and Maintenance Plan ............................ 7
✓Construction Specifications For Lagoon .................... 8
viSeeding Plan (Farm Site) •....................... 9
%/ Computer Drawing of Existing Ground .......................10
Existing Elevations.......................................11
V Lagoon Cross Section Diagram .........12
Computer Drawing of Proposed Lagoon & Building Pad ........ i3
fSite Balance Report.......................................14
Computer Drawing - All Data - Proposed ....................15
V Computer Drawing - Contour Lines ..........................16
,/ Computer Drawing - Sloping Lines ..........................17
NM Computer Drawing - Blow-up of Lago a Corder ...,........�8
Building Pad Elevations ...
��. Fri . :`:° .!':�M ............ L9
Computer Cross Section - Existing - Prapased - Balanced ...20
Facility Overlaid an Existing Topo Hap ....................21

Operator%DAIL BROCK County: DUPLIN Dates 08/23/93
1
Distance to nearest residence {other than owner) 1200.0 feet
1. STEADY STATE LIVE WEIGHT i
i
0 sows (farrow to finish) x 141 lbs. - 0 lbs
0 sows (farrow to feeder) x 522 lbs. 0 lbs
3520 head (finishing only) x 13� lbs. = 475200 lbs
0 sows (farrow to wean) x 43¢ lbs. 0 lbs
head (wean to feeder) x 3 lbs. 0 lbs
I
TOTAL STEADYjSTATE LIVE WEIGHT (SSLW) = 475200 lbs
2. MINIMUM REQUIRED TREATMENT! VOLUME OF LAGOON
Volume 475200 lbsr� SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW 1 CF/lb. SSLW
Volume = 475200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
i
Volume 0.0 cubic feet p "Owner requests no sludge storage.
Sludge ill be removed as needed."
4. TOTAL DESIGN VOLUME
Inside top length 90.0 feet = Ins: de top width 235.0 feet
Top of dike at elevation •47.1 fee
Freeboard 1.0 feet f Side slopes 3.0 s 1 (Inside lagoon)
.Total design lagoon liquid Level at ele ation 46.1 feet
Bottom of lagoon elevation 36.1 fee
Seasonal high water table elevation 36.0 feet
Total design volume u ins prismoidal fo mula
SS/END1 SS/END2 SS SIDEL SS/SIDE2 ENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 384.0 229.0 .10.0
AREA OF TOP
LENGTH * WIDTH =
384.0 229.0 87936.0 (ARkA OF TOP)
AREA OF BOTTOM I
LENGTH * WIDTH = '
324.0 169.0 54756.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
354.0 199.0 281784.0
CU. FT. a XAREA TOP + 14*AREA MIDSECT
87936.0 E 281784.0
VOLUME OF LAGOON AT TOTAL DESIGN LIQU
73
A OF MIDSECTION * 4)
J + AREA BOTTOMO * DEPTH/6
. 54756.0 1.7
LEVEL = 707460 CU. FT.

S. TEMPORARY STORAGE REQUIRED
i
5A.
5B.
5C.
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width = j
390.0 235.0 91650.0 square feet
I
Buildings (roof and lot water)
Length * Width =
0.0 0.0 + 0.0 square feet
TOTAL DA 91650.0 square feet
Design temporary stodge period to be 180 days.
Volume of waste produced
Approximate daily production of manure n CF/LB SSLW 0.00136
Volume = 475200 F,bs, SSLW * CF of Was a/Lb./Day *. 180 days
.Volume = 116047 cubic feet i
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system.] Flush systems that recirculate
the lagoon water are accounted for in 5
i
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cub c feet
Volume of rainfall in exctas of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess ainfall _ 7.0 inches
Volume = 7.0 In DA / 12 inches p r foot
Volume - 53462.5 cub c feet
I �

5D. Volume of 25 year - 24 hour storm
Volume a 7.5 inches / 12 inches per foot * DA
Volume a 57281.3 cubic feet
I
TOTAL REQUIRED TEMPORARY STORAGE
I
5A. 116047 cubic feet s
58. 0 cubic feet
5C. 53463 cubic feet {
5D. 57281 cubic feet j
TOTAL 226790 cubic feet I
I
6. SUMMARY
Total required volume 701990 cabLc feet
Total design volume avail. 707460 cub c feet
Min. req. treatment volume plug sludge accumulatLon. 475200 cubic feet
At elev. 43.4 fee ; Volume is 434769 cubic feet (end pumping)
..Total design volume less 25yr-24hr storm is 650179,cubic feet
At elev. -45.4 fee Volume is 616802 cubic feet (start pumping)
seasonal high water table elevation 36.0 feet
7. DESIGNED BY •�.1 1.�, APPROVED Bit y i ! ,7 1.
DATE-. DATE: V403
NOTES SSE ATTACHED WASTE UTILIZATION
i
SCS DOES NOT CERTIFY
THAT EXCAVATION AND
FILL VOLUMES ARE
CORRECT

OPERATION -AND MAINTENANCE PAN
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to aoil conditions, f luphing operations, and
the amount of fresh waterladded to the syst m.
Land application of waste Iwater is recogniz d as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrig tion. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The following items are to be carried out:
1. It is strongly recommended that the tre tment lagoon be pre -
charged to 112 its capacity to prevent excepsive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing Pdors. Solids should be
covered with effluent at all times. I
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of was a (see Attachment S)
before land application.
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 45.4 as marked b permanent markera. stop pump -out when
the fluid level reaches a}evation 43.4 oc before fluid depth is
less than 6 feet deep (this prevents the to s of favorable
bacteria)
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the rec ended maximum ap lication rate is 0.4
inch per hour. '
S. Keep vegetation on th? embankment and a eas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous sttnd.
6. Repair any eroded are s or areas damagel by rodents and
establish in vegetation.
7. All surface runoff is to be diverted frpm the lagoon to stable
outlets.
8. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of -the United States, The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility f r enforcing this law.
I

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
-------�---------------;------------------ --- --_-------_--
Clearing:
All trees and brush shallibe removed from t�e construction area
before any excavating or fill is started. tumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. jAll stumps and roots exceeding one (1)
inch in diameter shall be.removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material.
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be nstalled as shown in
the plans.
k
Construction:
-------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will !
require prior approval of the SCS. Earthfi 1 shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or heeps-foot roller during
placement. The embankment of the lagoon sh 11 be installed using
-��-"ttie more "finpervious-materiala —Constructio of fill-� heights -shall. -
include ten (10) percent for settlement. T4protect against seepage,
when areas of unsuitable material are encountered, they will need to •
be excavated a minimum of:one (1) foot below grade and backfilled and
compacted with a suitable I material (is-CL,SC,CH). Refer to the soils
investigation information_in the plans for `special considerations.
Precautions should be taken during construc ion to prevent excessive .
erosion and sedimentation; i
Vegetation: .E
----------- E
All exposed embankment and other bare const ucted areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.
1.

SEEDING
-----------------------
I•
AREA TO BE SEEDED: 3.0 ACRES '
1
USE THE SEED MIXTURE' INDICATED:
Ia-m-LBS. FESCUEIGRASS S 60 LBS./AFRE
(BEST SUITED ON CLAYEY 01 WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDIN DATES: MARCH 15 JUNE 30
9
24 LBS. HULLED BERMUDA GRASS S 8rLSS./AC.
(SUITE? FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
i
9 ® LBS. RYE GRAIN S 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS S 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER TO MARCH 30
1
LBS.
{ E
APPLY THE FOLLOWING:'
3000 LBS. OF 10-10-10 FERTILISER ( OOO LBS./ACRE)
6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300 BALES OF SMALL GRAIN STRAW (1)0 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA WEDIATELY AFTER E RTH MOVINGiIS COMPLETED.
APPLY LIME AND FERTIISER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APP Y SEED AND FIRM S EDSED WITH`A CULTIPACKER
OR SIMILAR EQUIPMENTt ,APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NE ING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO STABLISH THAN COMMON
BERMUDA GRASS. IRHEN USING BAHIA, T IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASSkIS ESTABLISHED.
F I -
1
I

3.09
44.90
63.0$.'?0 62.10 48.9E
.19
42.80
61.9052.is 48.69 4S.60
1.60
44%"S 44.60 44.70
1 79
9B
38.60
44.
49:00
69.6039.60 40.30 42.60 41.S0 39.3
60.107.89 37.40 39.70 40.89 40.0
36.20 34.60 3S.30 38.70 38.30
OaIJlight MiLmet 38.08
Plot of all data for the surface:
Existing
Project: DALE BROCK
Drawing: SHTi
Number:
Location:
Bid Date:
Enginear:
Owner;
Estimator:
Prepared bye: using Sitewark

'�y� 1CWL teflSs StcT�pFi 1�1Eui D t #� DN�-
:
tDol-tom o su��
EUr-V S v��r ofi tiv�Ll�'� CI E
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Top bF PAb WFV, PIPE ;
1NVGRY DP DVIlf-T 11,
Ira 9.
' 5U nRi �RGOON Ll �

Orientation: -
55.0
80.0
45.0
40.0
as.e
30.0
Lower Left
30 Mesh Surface
Balanced
Project: DALE BROCK
Drawing: SHT1
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared DW: using Sitewark
mUnation: 20.e
3D Mesh Surface

Fill shrink/swell percent: 20.00 Cut shrink/swell percent:
0.00
Iterating to balancing
within 10.0 cubic yards...
r
delta
Cut Fill
CUT - FILL
0.00
8872.27 26908.05
-18035.77
-2.12
17634.21 15772.27
1861.94
-1.93
16716.03 16696.29
19.74
-1.92
16706.21 16706.33
-0.12
Lower "Proposed" by
1.92 feet.
New surface called
"Balanced" has been created.
cacaaaaa�accaacaccaaaaaccaaa
Oct.. DALE --- BROCK.
_...
Drawing: SHTl
Number:
Location:
Sid Date:
Engineer:
Owner:
Estimator:
a assrsacc�eceaamaaaamavtaaaaac=
Brepare-d-by.:-us i nq S i tewnx.t
�_...—
eacaaarsaesaaamaaaasaae=crsaac=a

Daylight
Piet of ail data for the surface:
Balanced
Project: DALE BROCK
Drawing: SHTi
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using 3itmwork

MJoma;TS SUTQn' ;Rq pm.AwdaJd
;.Ioumo
;JaauTeu3
:a;:a PT8
:uoT;eao�
: JagwnN
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psousTwe
:oon4Jns a4; Joj o;op Jno;uoa sq4 jo 4oTd
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44OTTR=a

3g.se
36.08
Plot of the sloping lines far the surface:
Balanced
Project: DALE BROCK
Drawing: SHTI
Number:
Location:
Bid Dots:
Engineer:
owner:
Estimator:
Prepared by: using..Sitework

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Operator: _________ _ __ ____ _________ ________>
Aaie Brock
County:— _________ ______ __ _________ ______=>-Duplin
Dist.to nearest residence (other than owner):
ft.
sows (farrow to finish):___
sows (farrow to fee eder)
head (finishing only)
3520
sows (farrow to wean):====_
head (wean to feeder) :===----------- -------->
0
Ave. Live Weight for other gperations(lbs.)->
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./lb.)===_=__>
1:0
25 Year - 24 Hour Rainfall
Rainfall in excess of evaporation (in.)-==__>
7.0
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water (gallons/day)====______>
Temporary storage period (days)====_________>
ISO
Freeboard(ft.):____________________________>
1.0
Side slopes (inside lagoon):________________>
3.0 1
Inside top length
390.0
Inside top width {ft.):_____________________>
235.0
Top of dike elevation (ft.):________________>
47.1
Bottom of lagoon elevation
36.1
Seasonal high water table(SHOT) elev.(ft.);=>
36.0
Total required volume:====_ ___==c=-> 701991
cu. ft.
Actual design volume:====__ __-_> 707460
cu. ft.
Stop pumping el.(> or = to 36.0 ft.SHWT)>
43.3 ft.
(> or to 42.1 £t.Min.)
Required minimum treatment volume: 475200
cu. ft:
Volume at stop pumping elevation: 476953
cu. ft.-
Start pumping elev.:______----------- _______>
45.9 ft.
Volume at start pumping elevation: 646802
cu. ft.
Actual volume less 25yr-24hr rain: 650179
cu. ft.
NOTE: Verify that temp. storage is adequate:
Req, volume to be pumped:====> 169510
cu. ft.
Actual volume to be pumped:==> 169849
cu. ft.
j5A SUM M 4^7 J% e6f_

tr

Dale Atkinson Farm
c �;^-,e- _ ("" CMG ss eVC_
Spray Fields
( " L
lrl,�
w/100' offsets
,111 � �

Sheet2
TABU 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: 3" Traveller
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ftlmin) (in/hr.) Width(ft.) Lenath(ft) (feet} (Inches) at Gunfosi) at reel(osi) Pattern Comments - Acres oer Dull
!

Sheet3
TABLE 3 - Solid Set Irrigation Gun Settings
Make, Model and Type of Equipment Nelson 100 Part -circle big gun
Operating Parameters
Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
Degree Diameter Along Between Rate Diameter Pressure Time
Set No. of Ooer. (feet) Pipelines Pipefines (inlhr) (inches) at Gun(osi at Hvdrant(hr.) Comments -Acres oer zone
�-�ii�
1
' 1
�
1 � •
/
�
1 •
1 1
•1
'1
'1
1 �•
1
��
1�
�MIN
1 .1�
��
II�
' 1
Illi.4ii��
' !
! ' '
i�Li
' �.�
1 • 1
' 1
���ii�
1 •
1
�ii'i
/
1 1

Sheet4
TABLE 4 - Irrigation System Specifications
Traveling
Solid Set
Irrigation Gun
Irrigation
Flow Rate of Sprinkler (gpm)
182
100
Operating Pressure at Pump (psi)
100.2
58.6
Design Precipitation Rate (inthr)
0.31
0.49
Hose Length (feet)
854
XXXXXXXX
Type of Speed Compensation
Mechanical
XXXXXXXX
Pump Type (PTO, Engine, Electric)
Engine
Engine
Pump Power Requirement (hp)
19.3
12.4
TABLE 5 - Thrust Block Specifications
THRUST BLOCK
LOCATION
AREA (sq. ft.)
90 degree bend
4.94
Dead End
3.5
Tee
2.45
Gate Valve
3.5
45 degree bend
2.66
'see calculations for additional
thrust block calculations
Page 1

Sheet5
IRRIGATION SYSTEM DESIGNER
Name:
Kraig Westerbeek
Company:
Murphy -Brown, LLC
Address:
PO Box 853 Warsaw, NC
Phone:
[phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dyna0c head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

SheeW
Narrative of Irrigation System Operation
This system is designed around the use of a 3" IrriFrance Traveller wl dry hydrant system, and a big gun solid set system
utilizing two Nelson 100 part -circle guns. The traveller system and the solid set sytem should be operated seperately,
and are valved off from each other for that purpose. The gate valve leading to the solid set system should be closed at all tim
during the operation of the traveller.
The producer is familiar with the operation of the reel and pump used, as it is an existing component of this system.
The solid set system requires that the guns used be moved from set to set at no more than one hour intervals. The
traveller speeds shown are recommendation for applying 5' per application. Producer should calibrate the equipment used a
to insure that recommended application rates and ammounts are not exceeded.
Grower should reference the irrigation dealer used for recommendation on start-up, winterization, and R&M of the system.

Sheet7 (2)
CALCULATIONS
$�t'n� kler Specifirations
j
Sprinkler Type: 7-Nelson
100__ -_ -i� -_ -E_ ��-
---i---------;---- --
— Nozzle Size:!
0.812-inches -
—
----..-!
Sprinkler Pressure: i
501 psi !
Flowrate(GPM): i
100!gpm
�-___._.---_----_-----_—_---_i_-
-'
Wetted_Diameter: 230 feet
Sprinklet SpacingsI
!
Desired Spacing (%):
BO %_-_---
Design Spacing(feet):
-_so
1381*PVC irrigation pipe normally comes in 20' pieces,_--
j -
-~
round to the nearest multiple of 20.--
Actual Spacing (feet): j
140 feet
-� —iT
Actual Spacing (%): i�
61 ! %
Application Rate
Application Rate = (96.3xFlowrate)lsprinkler spacing squared
Design App. Rate
Run Time e!7 r ed
Run time per set = Desired application 1 Design application rate = hours
- Desired
fl ,5;inches
Run time per set =I
1.021hours
'Mainline Yelocftv
Velocity = .408 x Flowrate 1
pipe diameter squared Ifeettsec.** I
j—
_
'*For buried pipelines, velocity should be below S feet per second j
- -- --i-Pipe size-€ -------
- 6 j inches
--
# Sprinklers Oper.: ;
�j
2,1
-2.27
Velocity-!
� ft/sec. !
i
Maximum Lateral Line Enir
ngg Yeloc6_ 1
size: �---------..Y
;
- - � - - -- !
41 inches I
- �---------;-----------
'
_ -
# Sprinklers Oper.: ��
-- ---- - --
_ _2�---Velocity-
W!*
-- -- --- --
-�
5.1 Ift/sec. for last lateral, entrance velocity
I
Page 1

Sheet? (2)
Maximum NlaiaUna Eriction--Lm
Lateral Used:
- — — — — -
11 -6 hydrants
---------------------
Total distance:!
7501 feet
Friction Loss is figured using HiazentWilliaim's Equation
Friction Loss= 0. 29 iieeWC06 —feet —­�­—
Max. Mainline Loss 2.2
feet or 0.9
psi
-Line
Lateral
Maximum
Laterallinefriction loss is determined using the assumption that 314 of the FrictionLoss_
occurs in the first 1/3 of the lateral line
Total Lateral Length: 700 feet
# sprinklers on Lat.: 1 21
Frict. Loss at 1/3 lat._j 4.861feet
Max. Lateral Loss:1 6.481feet or I 2.80,1psi:
Total Dynamic Head I
i Sprinkler Pressure: 50 psi
Lateral Line Loss: 2.80 psi
Elevation head:;—
ead: Opsi
loss: 0.9 -psi
Suction head and lift: 2.11 psi
5% fitting loss: 2. �8 psi
TOTAL(TDH) 58-6 psi or 1135.4�feet
Horsepower Required
Horsepower Flowrate x TDH(feet)139601 Pump effeciency
Pump Description: I Berkeley B3JQBM
Pump Efficiency:; 551%
J
Horsepower Req'd: 12.4jHp
Page 2

Sheet7 (2)
Thrust Blocking !
Thrust Block Area = Thrust 1 Soil Bearing Strength
Thrust.- 3200Ifeet
Soil Bearing Strength: ; 1200 fee-
r
�
E End Cap: 2.7 ft2�_--
90 degree elbow:; 3.8;ft2 !
_�..___ --1.9
'------� ---- --
------
{ ----
Tee: i` i ft2_--i
45 degree elbow::--�—� 2.0Ift2
I
{ 1
i
1
_ Pressure Rating of Pipe to be Used:;
160 p i�JyW
Max. Pressure on system when running:;
58.61,psi
----- �----- 70% of Pressure Rating:.)
112'psi
If Max. Pressure on system is less than 70% of Pressure Rating,
OK
I
Net Positive Suction Head eck Ch-----^-
_
NPSHA:I
----221--
-
T
NPSHR.'
6!"from pump curve
k
f
�;
If NPSHA>NPSHR, OK����--�—___----
Page 3

Sheet?
CALCULATIONS
ler Specifications
Sprinkler Type: Nelson 150
Nozzle Size:
1.08 inches
Sprinkler Pressure:
60 psi
Flowrate(GPM):
182 gpm
Wetted Diameter:
300 feet
Lane Soacinas
Desired Spacing (%):
70 %
Design Spacing(feet):
210 'PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
220 feet
Actual Spacing (%):
73 %
Application Rate
Application Rate =(96.3xFiowrate)/(3.1415x(.9xradius)squared)
Design App. Rate =
0.31 in/hr
300 degree arc =
0.33 in/hr
220 degree arc =
0.50 in/hr
180 degree arc =
0.61 in/hr
Traveller Soeed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
0.5 inches
300 degree arc =
2.66 ft/min
220 degree arc =
3.19 ft/min
180 degree arc =
Mainline Velocity
5.31 fUmin
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.""
"'For buried pipelines, velocity
should be below 5 feet per second
Pipe size:
6 inches
Velocity=
2.06 ft/sec.
Page 1

Sheet?
Maximum Mainline Fricbu Loss
Most distant hydrant: 7
Total distance: 1680 feet
Friction Loss is figured using HazenlWilliam's Equation
Friction Loss= 0.24 feet1100 feet
Max. Mainline Loss = 4.1 feet or 1.8 psi
Total Dynamic Head
Sprinkler Pressure:
60 psi
Loss through traveller:
29 psi
Elevation head:
2.5 psi
Mainline loss:
1.8 psi
Suction head and lift:
2.2 psi
5% fitting loss:
4.8 psi
TOTAL(TDH) =
100.2 psi or 231.6 feet
HQ=zQwer Required
Horsepower = Flowrate x TDH(feet)1 39601 Pump effeciency
Pump Description: Berkeley B3JQBM
Pump Efficiency: 55 %
orsepower Required: 19.3 Hp
Jhrust Blocking
Thrust Block Area = Thrust ! Soil Bearing Strength
Thrust: 4200 feet
Soil Bearing Strength: 1200 feet
End Cap: 3.5 ft2
90 degree elbow: 4.9 ft2
Tee: 2.5 ft2
45 degree elbow: 2.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 100.2 psi
70% of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70% of Pressure Rating, OK
Page 2

qk N '
Sheet8
Acreage Caculations
Dale Atkinson Farm
Duplin Co.
09/30/2002
Pull # jWidth
Length
Start End
Stop End
Total Ac.
1 i 260
148
0.751
0.62
2.25
21 190
670
0.69J
0.56
4.17
31 2201
658
0.69
0.56
4.57
41 2201
630
0.69
0.56
4.43
5 2201
640
0.69
0.56
4.48
61 01
0
0.375
0.31
0.69
71 260
430
0.75
0.621
3.94
_
81 260
505
0.75
0.62
4.38
28.92
Pull 2 width - 350' @ 157' ; 320' @ 220'
Hydrant # !int.Set lExt.
Set
ISingle
I
1
1 0.302
21
0.604
— -- 3
0.604
41
0.604
5
0.604
61
71
0.561
; 0.302
8'
0.56
9, 1
0.28
10 ! 1
0.3021
11 j1
0.604
121
1
0.3021
1 j1
5.63
Page 1