670087_HISTORICAL_20171231

NORTH CAROLINA
Department of Environmental Qua

Mr. Rex Halso
Rex Halso & Son
P. O. Box 784
Beulaville, NC 29518
April 25,2014
Jim Gregson
Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405
Subject: NOV-2014-PC-0079. Facility #25-33
Dear Mr. Jim:
ECEIVEft
APR 2 9 2014
BY:
I am in receipt of your letter dated March 27, 2014. To address the specifics of the
violations noted in your letter. We have pumped the lagoon below the Conditions V. of
the Swine Waste System General Permit No. AWG 100000. We received a 1.6 inch
rainfall event on March 13, 2014, plus 1.2 inch rainfall on March 20, 2014 which placed
us in violation. Our plans were to pump before the 24 hour window but we had some
equipment failure that keep us from pumping. Mr. Farnell arrived at the farm due to a
complaint before we had the opportunity to resolve this problem.
You will find enclosed a daily rainfall calendar which will show you what Mother Nature
unleashed on us at the end of year 2013 and the first few months of year 2014. We as a
good Environmental Steward and also a Good Neighbor always stay ahead of this
normally. Our farm had the lagoon level below the fifty inch mark at the end of coastal
season. The extreme rainfall, snow and cold weather and equipment failure had kept us
from our normal pumping routines. Our plans are to inspect our equipment more
frequently and also plan to pump our levels even lower in the future to prevent this from
occurring in the future.
Our plans are to continue to keep a good relationship with DWQ and our neighbor.
If you have any questions please contact me at 910-271-1500
Respectfully submitted,
Rex Halso
Re also &Son
x0a

HCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E, Skvarla, III
Governor Secretary
March 27, 2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7008-1140-0002-9558-8776
Rex Halso
Rex Halso & Son
PO Box 784
Beulaville, North Carolina 29518
Subject: NOTICE OF VIOLATION
NOV-2014-PC-0079
Administrative Code 15A NCAC 2T .1304
Rex Halso & Son Farm No. 67 - 87, Permit No. AWS670087
Onslow County
Dear Rex Halso:
On March 21, 2014, staff of the NC Division of Water Resources (DWR) inspected the Rex Halso & Son
Farm and the permitted waste management system. We wish to thank Mr. Rex Halso, who was present and
assisted us during the inspection.
As a result of this inspection, you are hereby notified that, having been permitted to have a non -discharge
permit for the subject animal waste management system pursuant to 15A NCAC 2T .1304, you have been
found to be in violation of your Certified Animal Waste Management Plan (CAWMP) and the Swine Waste
System General Permit No. AWG100000 as follows:
Violatioh 1:
Failure in maintaining the waste level in lagoon/storage pond to not exceed maximum level specified in the
facility's CAWMP in accordance With Condition V. 2 of the Swine Waste System Generaf Permit No..
AWG 100000.
On March 21, 2014, staff inspected the lagoon and found the freeboard level to be at nineteen (19) inches.
Violation 2:
Failure to notify to the appropriate Division Regional Office as soon as possible, but in no case more than
twenty-four (24) hours following first knowledge of the storage capacity in a lagoon/storage pond greater
than or equal to that required in Condition V. 2 of the General Permit in accordance with Condition 1I1. 13c
of the Swine Waste System General Permit No. AWG100000.
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] Internet: www.ncdenr,gov
An Equal Opportunity 1 Affirmative Action Employer - Made in part by recycled paper

R
On March 21, 2014, staff from the Wilmington Regional Office had not been notified of non-compliance
levels in the lagoon within the twenty-four (24) hour time frame.
Required Corrective Action for Violations:
Please provide to our office, a description of the corrective action you will take to prevent this from
occurring again.
You are required to provide a written response to this Notice by May 1, 2014. Please include in your
response all corrective actions already taken and a schedule for completion of any corrective actions not
addressed.
If you have any questions concerning this Notice, please contact John Farnell at [phone].
Jim Gregson, Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDENR
cc; APS CAFO Unit
Sara Sweeting, Onslow County Soil and Water Conservation District
Robert B. Mitchell Jr., Enviro-One
John College, Department of Agriculture
DWR Wilmington Animal Files 67-87
0:11 WQtiS HARED/ANIMALS10NS LO W12014167-87NO V

Potter's Hill
Date[RainWI
01 01/14
0.50
01 /02/ 14
0.40
01/03/14
0.00
01/04/14
0.00
01/05/14
0.00
01 /06/ 14
0.00
01/07/14
0.00
01/08/14
0.00
01 /09/ 14
0.00
01/10/14
0.00
01/11/14
0.30
01/12/14
0.00
01/13/14
0.00
01/14/14
0.50
01/15/14
0.00
01/16/14
0.00
01/17/14
0.00
01/18/14
0.00
01/19/14
0.00
01/20/14
0.00
01/21/14
0.00
01/22/14
0.00
01/23/14
0.00
01/24/14
0.00
01/25/14
0.00
01 /26/ 14
0.00
01/27/14
0.00
01/28/14
0.00
01/29/14
0.00
01/30/14
0.00
01/31/14
0.00
% 7 /i
Potter's Hill
Date lRainfall
02/01/14
0.40
02/02/14
0.00
02/03/14
0.00
02/04/14
0.00
02/05/14
0.00
02/06/14
0.00
02107/ 14
0.60
02/08/14
0.00
02/09/14
0.00
02/10/14
0.00
02/11/14
0.00
02/12/14
0.00
02/13/14
0.00
02/14/14
0.00
02/15/14
0.30
02/16/14
0.00
02/17/14
0.00
02/18/14
0.00
02/19/14
0.00
02/20/14
0.00
02/21/14
0.50
02/22/ 14
0.00
02/23/14
0.00
02/24/14
0.00
02/25/14
0.00
02/26/14
0.00
02/27/14
0.00
02/28/14
0.00
z"
2014 DAILY RAINFALL
Potter's Hill
Date fRainfall
03/01 / 14
0.00
03/02/14
0.00
03/03/14
0.00
03/04/14
0.00
03/05/14
0.00
03/06/14
0.50
03/07/ 14
1.50
03/08/14
0.00
03/09/14
0.00
03/10/14
0.00
03/11/14
0.00
03/12/14
0.00
03/ 13/ 14
I.60
03/14/14
0.00
03/15/14
0.00
03/16/14
0.00
03/17/14
0.00
03/18/14
0.50
03/19/14
0.70
03/20/14
0.00
03/21/14
0.00
03/22/14
0.00
03/23/14
0.00
03/24/14
0.00
03/25/14
0.40
03/26/14
0.00
03/27/14
0.00
03/28/14
0.50
03/29/14
0.70
03/30/14
0.00
03 3 ! 14
0.00
6.0
Potter's Hill
Date
lRainfali
04 0l 14
0.00
04/02/14
0.00
04/03/14
0.00
04/04/14
ObO
04/05/ 14
0.00
04/06/14
0.00
04/07/14
0.00
04/08/14
0.40
04/09/14
0.00
0411 O/ 14
0.00
04/11/14
0.00
04/12/14
0.00
04/ 13114
0.00
04/14/14
0.00
04/15/14
0.20
04/16/14
0.00
04/17/14
0.00
04/18/14
0.00
04/19/14
0.50
04/20/14
0.40 .
04/21/14
04/22/ 14
04/23/14
04124/ 14
04/25/14
04/26/ 14
04/27/ 14
04/28/14
04/29/ 14
04/30/ 14
Potter's Hill
Date lRainfall
05101 14
05/02/14
05/03/14
05/04/14
05/05/14
05/06/14
05/07/14
05/08/14
05/09/14
05/10/14
05/11/14
05/12/14
05/13/14
05/14/14
05/15/14
05/ 16/ 14
05/17/14
05/18/14
05/19/14
05/20/ 14
05/21/14
05/22/ 14
05/23/14
05/24/ 14
05/25/14
05/26/ 14
05/27/14
05/28/14
05/29/ 14
05/30/ 14
05/31/14
Potter'% Hill
06/03/ 14
06/04/ 14
06/05/ 14
06/06/14
06/07/ 14
06/08/ 14
06/09/14
06/10/14
06/ 11114
06/12/14
06/13/14
06/ 14/ 14
06/15/14
06/1 1 14
06/20/ 14
06/21/ 14
06/22/ 14
06/23/ 14
06/24/ 14
06/25/14
06/26/ 14
14

Potter's Hill
Date IRainfall
07/01/13
0.50
07/02/13
1.00
07/03/13
1.60
07/04/13
0.40
07/05/13
0.00
07/06/13
0.00
07/07/13
0.00
07/08/ 13
0.00
07/09/ 13
0.70
07/10/13
0.00
07/11/13
1.00
07/12/13
0.50
07/13/13
1.00
07/14/13
0.00
07/15/13
0.00
07/16/13
0.00
07/17/13
0.00
07/18/13
0.00
07/I9/I3
0.00
07/20/13
0.00
07/21/13
0.00
07/22/13
0.00
07/23/13
0.00
07/24/ 13
0.00
07/25/13
0.00
07/26/13
0.00
07/27/ 13
0.00
07/28/13
0.00
07/29/ 13
0.00
07/30/13
0.00
07 31 13
0.00
Potter's Hill
Date lRainfall
08/0 L 13
0.00
08/02/13
1.70
08/03/13
1,80
08/04/13
0.00
08/05/ 13
0.00
08/06/13
0.00
08/07/13
0.00
08/08/13
0.00
08/09/ 13
0.00
08/10/13
0.50
08/11/t3
0.00
08/12/t3
0.00
08/131t3
0.00
08/14/13
0.70
08/15/13
0.50
08/16/13
0.50
08/ 17/ 13
1.00
08/18/13
0.00
08/19/13
0.30
08/20/13
0.50
08/21/13
0:80
08/22/13
0.00
08/23/13
0.50
08/24/13
0.00
08/25/13
0.00
08/26/13
0.00
08/27/13
0.00
08/28/13
0.00
08/29/13
0.00
08/30/13
0.00
0$ 31 13
0.00
2013 DAILY RAINFALL
Potter's Hill
Date
[Rainfall
09 01/13
0.00
09/02/ 13
1.80
09/03/13
1.50
09/04/13
0.00
09/05/13
0.00
09/06/13
0.00
09/07/13
0.00
09/08/13
0.00
09/09/ 13
0.00
09/ 10/ 13
0.00
09/11/13
0.00
09/ 12/ 13
0.00 -
09/13/13
0.00
09/14/13
0.00
09/15/13
0.00
09/16/13
0.40
09/17/13
0.00
09/18/13
0.00
09/19/13
0.00
09/20/ 13
0.00
09/21 / 13
0.50
09/22/13
0.70
09/23/13
0.00
09/24/13
0.00
09/25/13
0.00
09/26/13
0.00
09/27/ 13
0.00
09/28/ 13
0.00
09/29/ 13
0.00
09/30/13
0.00
Potter's Hill
Date lRainfall
10/0 l 13
0.00
10/02/13
0.00
10/03/13
0.00
10/04/13
0.00
10/05/13
0.00
10/06/13
0.00
10/07/13
0.00
10/08/13
0.00
10/09/13
0.50
10/10/13
0.70
10/11/13
0.00
10/12/13
0.00
10/13/13
0.00
10/14/13
0.00
10/15/13
0.00
10/16/13
0.00
10/17/13
0.00
10/18/13
0.00
10/19/13
0.50
10/20/13 .
0.00
10/21/13
0.00
10/22/13
0.00
10/23/13
0.00
10/24/ 13
0.00
10/25/13
0.00
10/26/ 13
0.00
10127/13
0.00
10/28/13
0.00
10/29/13
0.00
10/30/13
0.00
10 31 13
0.00
e�
/a
Potter's Hill
Date IRainfall
1101 13
0.50
11/02/13
0.00
11/03/13
0.00
11 /04113
0.00
11/05/13
0.00
11 /06/ 13
0.00
11 /07/ 13
0.80
11/08/13
0.00
11/09/13
0.00
11/10/13
0.00
11/11/13
0.00
11/12/13
0.00
11/13/13
0.00
11/14/13
0.00
11/15/13
0.00
11/16/13
0.00
11/17/13
0.00
11/18/13
0.00
11/19/13
0.00
1 t/20/13
0.00
I t/21/13
0.00
11 /22/ 13
0.00
t/23/13
0.00
1 1 /24/ 13
0.00
11/25/13
0.00
11 /26113
0.00
I t/27/13
0.90
1 t/28/13
0.00
I t/29/13
0.00
11/30/13
0.00
C2 I!
Potter's Hill
Date lRainfall
12701113
0.00
12/02/13
0.00
12/03/13
0.00
12/04/13
0.00
12/05/13
0.00
12/06/13
0.00
12/07/13
0.70
12/08/13
0.50
t2/09/13
0.50
12/10/13
0.00
12/11/13
0.00
12/12/13
0.00
12/13/13
0.00
12/14/13
0.70
12/15/13
0.00
12/16/t3
0.50
12/17/t3
0.00
12/18/13
0.00
12/19/13
0.00
12/20/13
0.00
12/21/13
0.00
12/22/13
0.00
12/23/ 13
1.40
12/24/13
0.00
12/25/13
0.00
12/26/13
0.00
12/27/13
0.00
12/28/13
0.00
12/29/13
0.50
12/30/13
0.00
12/31/13
0.00

,:.
NC®ENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
March 27, 2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7008-1140-0002-95 5 8-8776
Rex Halso
Rex Halso & Son
PO Box 784,
Beulavi Ile, North Carolina 29518
Subject: NOTICE OF VIOLATION
NOV-2014-PC-0079
Administrative Code 15A NCAC 2T
Rex Halso & Son Farm No. 67 - 87,
Onslow County
Dear Rex Halso:
.1304
Permit No. AWS670087
John E. Skvarla, III
Secretary
On March 21, 2014, staff of the NC Division of Water Resources (DWR) inspected the Rex Halso & Son
Farm and the permitted waste management system. We wish to thank Mr. Rex Halso, who was present and
assisted us during the inspection.
As a result of this inspection, you are hereby notified that, having been permitted to have a non -discharge
permit for the subject animal waste management system pursuant to 15A NCAC 2T .1304, you have been
found to be in violation of your Certified Animal Waste Management Plan (CAWMP) and the Swine Waste
System General Permit No. AWG100000 as follows:
Violation 1:
Failure in maintaining the waste level in lagoon/storage pond to not exceed maximum level specified in the
facility's CAWMP in accordance with Condition V. 2 of the Swine Waste System General' Permit No.
AWG100000,
On March 21, 2014, staff inspected the lagoon and found the freeboard level to be at nineteen (19) inches.
Violation 2:
Failure to notify to the appropriate Division Regional Office as soon as possible, but in no case more than
twenty-four (24) hours following first knowledge of the storage capacity in a lagoon/storage pond greater
than or equal to that required in Condition V. 2 of the General Permit in accordance with Condition I11. 13c
of the Swine Waste System General Permit No. AWG 100000,
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
-Phone: [phone] Internet: www.ncdenr.gov
An Equai Opporlunkty 1 AAlrmadve Action Employer - Made in part by recycled paper

On March 21, 2014, staff from the Wilmington Regional Office had not been notified of non-compliance
levels in the lagoon within the twenty-four (24) hour time frame.
Required Corrective Action for Violations:
Please provide to our office, a description of the corrective action you will take to prevent this from
occurring again.
You are required to provide a written response to this Notice by May 1, 2014. Please include in your
response all corrective actions already taken and a schedule for completion of any corrective actions not
addressed.
1f you have any questions concerning this Notice, please contact John Farnell at [phone].
Jim Gregson, Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDENR
cc: APS CAFO Unit
Sara Sweeting, Onslow County Soil and Water Conservation District
Robert B. Mitchell Jr., Enviro-One
John College, Department of Agriculture
DWR Wilmington Animal Files 67-87
0:11WQISHARED/A IMALSIONSLOW12014167-87NOV

Mr. Rex Halso
Rex Halso & Son
P. 0. Box 784
Beulaville, NC 29518
April 25,2014
Jim Gregson
Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDENR
127 Cardinal Drive Extension
Wilmington, NC 28405
Subject: NOV-2014-PC-0079. Facility #25-33
Dear Mr. Jim:
I am in receipt of your letter dated March 27, 2014. To address the specifics of the
violations noted in your letter. We have pumped the lagoon below the Conditions V. of
the Swine Waste System General Permit No. AWG 100000. We received a 1.6 inch
rainfall event on March 13, 2014, plus 1.2 inch rainfall on March 20, 2014 which placed
us in violation. Our plans were to pump before the 24 hour window but we had some
equipment failure that keep us from pumping. Mr. Farrell arrived at the farm due to a
complaint before we had the opportunity to resolve this problem.
You will find enclosed a daily rainfall calendar which will show you what Mother Nature
unleashed on us at the end of year 2013 and the first few months of year 2014. We as a
good Environmental Steward and also a Good Neighbor always stay ahead of this
normally. Our farm had the lagoon level below the fifty inch mark at the end of coastal
season. The extreme rainfall, snow and cold weather and equipment failure had kept us
from our normal pumping routines. Our plans are to inspect our equipment more
frequently and also plan to pump our levels even lower in'the future to prevent this from
occurring in the future.
Our plans are to continue to keep a good relationship with DWQ and our neighbor.
If you -have any questions please contact me at 910-271-1500
Respectfully submitted,
Rex Halso
Rex Halso & Son

Potter's Hill
DatelRaint'all
01 01 14
0.50
01/02/14
0.40
01/03/14
0.00
01/04/14
0.00
01/05/14
0.00
01/06/14
0.00
01/07/14
0.00
01/08/14
0.00
01 /09/ 14
0.00
01/10/14
0.00
01/11/14
0.30
01/12/14
0.00
01/13/14
0.00
01/14/14
0.50
01/15/14
0.00
01/16/14
0.00
01/17/14
0.00
01/18/14
0.00
01 / 19/ 14
0.00
01 /20/ 14
0.00
01/211i4
0.00
01/22/14
0.00
01/23/14
0.00
01/24/14
0.00
01/25/14
0.00
01/26/14
0.00
01/27/14
0.00
01/28/14
0.Op
01/29/14
0.00
01/30/14
0.00
01131 14
0.00
Potter's Hill
Date IRainfall
02 01 14
0.40
02/02/14
0.00
02/03/14
0.00
02/04/ 14
0.00
02/05/14
0.00
02/06/14
0.00
02/07/14
0.00
02/08/14
0.00
02/09/14
0.00
02/10/14
0.00
02/11/14
0.00
02/12/14
0.00
02/13/14
0.00
02/14/14
0.00
02/15/14
0.30
02/16/14
0.00
02/17/14
0.00
02/18/14
0.00
02/19/14
0.00
02/20/14
0.00
02/21/14
0.50
02/22/14
0.00
02/23/14
0.00
62/24/14
"
02/25/14
0.00
02/26/14
0.00
02/27/14
0.00
02/28/14
0.00
2014 DAILY RAINFALL
Potter's Hill
Date
Rainfall
03 01 14
0.00
03/02/14
0.00
03/03/14
0.00
03/04/14
0.00
03/05/14
0.00
03/06/14
0.50
03/07/ 14
1.50
03/08/14
0.00
03/09/14
0.00
03/10/14
0.00
03/11/14
0.00
03/12/14
0.00
03/13/14
1.60
03/14/14
0.00
03/15/14
0.00
03/16/14
0.00
03/17/14
0.00
03/18/14
0.50
03/19/14
0.70
03/20/14
0.00
03/21/14
0.00
03/22/14
0.00
03/23/14
0.00
03/24/14
0.00
03/25/14
0.40
03/26/14
0.00
03/27/14
0.00
03/28/14
0.50
0.70
0/14
[LO3/29/14
0.00
1 14
0.00
.,
D
Potter's Hill
Date lRainfall
04 01/14
0.00
04/02/14
0.00
04/03/14
0.00
04/04/14
0.00
04/05/14
0.00
04/06/14
0.00
04/07/14
0.00
04/08/14
0.40
04/09/14
0.00
04/10/14
0.00
04/11/14
0.00
04/12/14
0.00
04/13/14
0.00
04/14/14
0.00
04/15/14
0.20
04/16/14
0.00
04/17/14
0.00
04/ 18/ 14
0.00
04/19/14
0.50
04/20/14
0.40
04/21/14
04/22/14
04/23/14
04/24/14
04/25/14
04/26/14
04/27/14
04/28/14
04/29/14
04/30/14
Potter's Hill
05/02/14
05/03/14
05/04/14
05/05/14
05/06/ 14
05/07/ 14
05/08/ 14
05/09/14
05/10/14
05/11/14
05/12/14
05/13/14
05/14/14
05/15/14
05/16/14
05/17/14
05/23/ 14
05/24/14
05/25/14
05/26/14
05/27/14
05/28/14
05/29/14
05/30/14
P6tter's .Hill
06/05/14
06/06/14
06/07/ 14
06/08/14
06/09/14
06/10/14
06/11/14
06/12/14
06/13/14
06/14/14
06/17/14
06/18/14
06/ 19/ 14
06/20/ 14
06/21/I4
06/22/14
06/23/14
06/24/ 14
06/27/14
06/28/ 14
06/29/14
06/30/14

Potter's Hill
Date lRainfall
07/01 13
0.50
07/02/ 13
1.00
07/03/ 13
1.00
07/04/13
0.40
07/05/13
0.00
07106/ 13
0.00
07/07/ 13
0.00
07/08/ 13
0.00
07/09/13
0.70
07/10/13
0.00
07/11/13
1.00
07/12/13
0.50
07/13/13
1.00
07/14/13
0.00
07/15/13
0.00
07/16/13
0.00
07/17/13
0.00
07/18/13
0.00
07/ 19/ 13
0.00
07/20/ 13
0.00
07/21/13
0.00
07/22/13
0.00
07/23/13
0.00
07/24/ 13
0.00
07/25/13
0.00.
07/26/13
0.00
07/27/ 13
0.00
07/28/13
0.00
07/29/ 13
0.00
07I30/13
0.00
07 31 13
0.00
6 It
Potter's Hill
Date lRainfall
08 O1 13
0.00
08/02/ 13
1.70
08/03/13
1.80
08/04/13
0.00
08/05/13
0.00
08/06/13
0.00
08/07/ 13
0.00
08/08/13
0.00
08/09/13
0.00
08/10/13
1 0.50
08/11/13
0.00
08/12/13
0.00
08/13/13
0.00
08/14/13
0.70
08/15/13
0.50
08/16/13
0.50
08/17/13
1.00
08/18/13
0.00
08/19/13
0.30
08/20/13
0.50
08/21/13
0.80
08C22/13
0.00
08/23/13
0.50
08/24/13
0.00
08/25/13
0.00.
08126/ 13
0.00
08/27/13
0.00
08/28/13
0.00
08/29/13
0.00
08/30/13
0.00
081 1 13
O.Oa
2013 DAILY RAINFALL
Potter's Hill
Date I
Rainfall
9 O1 13
0.00
09/02/13
1.80
09/03/13
1.50
09/04/13
0.00
09/05/13
0.00
09/06/13
0.00
09/07/13
0.00
09/08/13
0.00
09/09/13
0.00
09/10/13
0.00
09/11/13
0.00
09/12/13
0.06
09/13/13
0.00
09/14/13
0.00
09/15/13
0.00
09/16/13
0.40
09/17/13
0.00
09/18/13
0.00
09/19/13
0.00
09/20/13
0.00
09/21/13
0.50
09/22/ 13
0.70
09/23/13
0.00
09/24/13
0.00
09/25/13
0.00
09/26/ 13
0.00
09127/13
0.00
09/28/13
0.00
09129/ 13
0.00
09/30/13
0.00
Potter's Hill
Date lRainfall
10/01 13
0.00
10/02/ 13
0.00
10/03/13
0.00
10/04/13
0.00
10/05/13
0.00
10/06/ 13
0.00
10/07/13
0.00
10/08/13
0.00
10/09/13
0.50
10/10/13
0.70
10/11/13
0.00
10/12/13
0.00
10/13/13
0.00
10/14/13
0.00
10/15/13
0.00
10/16/13
0.00
0117/13
0.00
10/18/13
0.00
10/19/13
0.50
10/20/13 .
0.00
10/2I / 13
0.00
10/22/13
0.00
10/23/13
0.00
10/24/13
0.00
10/25/13
0.00
10/26/ 13
0.00
10/27/13
0.00
10/28/13
OAO
10/29/13
0.00
10/30/13
0.00
10 31 13
0.00
Potter's Hill
Date-IRainfall
11101 13
0.50
11 /02/ 13
0.00
11/03/13
0.00
11104/ 13
0.00
11/05/13
0.00
11/06/13
0.00
11/07/13
0.80
11/08/13
0.00
11/09/13
0.00
11/10/13
0.00
11/11/13
0.00
11/12/13
0.00
11/13/13
0.00
11/14/13
0.00
11/15/13
0.00
11/16/13
0.00
11/17/13
0.00
11/18/13
0.00
11/19/13
0.00
11/20/13
0.00
11/21/13
0.00
11/22/13
0.00.
11/23/13
0.00
11/24/13
0.00
11/25/13
0.00
11/26/13
0.00
11/27/13
0.90
11/29/13
0.00
11/29/13
0.00
11/30/13
0.00
Potter's Hill
Date lRaintall
1 01 13
0.00
12/02/13
0.00
12/03/13
0.00
12/04/13
0.00
12/05/13
0.00
12/06/13
0.00
12/07/13
0.70
12/08/13
0.50
12/09/13
0.50
12/10/13
0.00
12/11/13
0.00
12/12/13
0.00
12/13/13
0.00
12/14/13
0.70
12/15/13
0.00
12/16/13
0.50
12/17/13
0.00
12/18/13
0.00
12/19/13
0.00
12/20/13
0.00
12/21/13
0.00
12/22/13
0.00
12/23/ 13
1.40
12/24/13
0.00
12/25/13
0.00
12/26/13
0.00
12/27/13
0.00
12/28/13
0.00
12/29/13
0.50
12/30/13
0.00
12/31 13
0.00
z'f

2013 DAILY RAINFALL
Potter's Hill
Date
Rainfall
01/01/13
0.00
01/02/13
0.00
01/03/13
0.60
01/04/13
0.00
01/05/13
0.00
01/06/13
0.50
01/07/13
0.00
01/08/13
0.60
01/09/13
0.00
01/10/13
0.00
01/11/13
0.00
01/12/13
0.40
01/13/13
0.00
01/14/13
0.00
01/15/13
0.00
01/16/13
0.00
01/17/13
1.50
01/18/13
0.00
01/19/13
0.00
01/20/13
0.00
01/21/13
0.00
01/22/13
0.00
01/23/13
T00
01/24/13
0.00
01/25/13
0.00
01/26/13
0.00
01/27/13
0.00
01/28/13
0.00
01/29/13
0.00
01/30/13
0.00
01/31/13
0.50
Potter's Hill
Date lRainfall
02701 / 13
0.00
02/02/13
0.00
02/03/13
0.00
02/04/13
0.00
02/05/13
0.00
02106/ 13
0.00
02/07/13
2.50
02/08/13
0.00
02/09/13
0.00
02/10/13
0.00
02/11/13
0.00
02/12/13
0.30
02/13/13
0.40
02/14/13
0.00
02/15/13
0.00
02/16/13
0.00
02/17/13
0.00
02/18/13
0.00
02/19/13
0.40
02/20/13
0.00
02/21 / 13
0.00
02/22/13
0.00
02/23/13
0.50
02/24/13
0.00
02/25/13
0.00
02/26/13
1.50
02/27/13
0.00
02/28/13
0.00
Potter's Hill
Date lRainfall
03 01/13
0.00
03/02/13
0.00
03/03/13
0.00
03/04/13
0.00
03/05/13
0.20
03/06/13
0.00
03/07/13
0.00
03/08/13
0.00
03/09/ 1 3
0.00
03/10/13
0.00
03/11/13
0.00
03/12/13
1.50
03/13/13
0.00
03/14/13
0.00
03/15/13
0.00
03/16/13
0.00
03/17/13
0.00
03/18/13
0.00
03/19/13
0.00
03/20/13
0.00
03/21/13
0.00
03/22/13
0.00
03/23/13
0.00
03/24/13
0.50
03/25/13
0.50
03/26/13
0.00
03/27/13
0.00
03/28/13
0.00
03/29/13
0.00
03/30/13
0.00
03 31/13
0.00
Potter's Hill
Date
tRainfall
04/01 13
0.00
04/02/ 13
0.00
04/03/13
0.00
04/04/ 13
0.00
04/05/ 13
0.60
04/06/13
0.00
04/07/13
0.00
04/08/13
0.00
04/09/13
0.00
04/10/13
0.00
04/11/13
0.40
04/12/13
0.00
04/13/13
0.00
04/14/13
0.00
04/15/13
0.00
04/16/13
0.00
04/17/13
0.00
04/18/13
0.00
04/19/13
1.50
04/20/ 13
0.00
04/21/13
-0.00
04/22/13
0.00
04/23/13
0.00
04/24/13
0.00
04/25/13
0.00
04/26/13
0.00
04/27/13
0.00
04/28/ 13
0.00
04/29/ 13
1.00
04/30/13
0.00
Potter's Hill
Date lRainfall
05/01 13
0.00
05/02/ 13
0.00
05/03/13
0.00
05/04/13
0.00
05/05/13
0.00
05106/ 13
0.50
05/07/13
0.00
05/08/13
0.00
05/09/13
0.00
05/10/13
0.00
05/11/13
0.00
05/12/13
0.00
05/13/13
0.00
05/14/13
0.00
05/15/13
0.00
05/16/13
0.00
05/17/13
0.00
05/18/13
0.30
05/ 19/ 13
0.00
05/20/ 13
0.70
05/21/13
0.50
05/22/13
0.00
05/23/13
0.40
05/24/13
0.00
05/25/13
0.00
05/26/13
0.00
05/27/13
0.00
05/28/13
0.00
05/29/13
0.00
05/30/13
0.00
05/31 13
0.00
Potter's Hill
Date
lRainfall
06/01 13
0.00
06102/ 13
0.00
06/03/ 13
1.00
06/04/ 13
0.00
06/05/13
0.50
06106/ 13
3.00
06/07/13
2.50
06/08/13
0.00
06109/ 13
0.00
06/10/13
0.50
06/11/13
0.00
06/12/13
0.00
06/13/I3
0.60
06/14/13
0.00
06/15/13
0.00
06/16/13
0.00
06/17/13
0.00
06/18/13
0.60
06/ 19/ 13
0.00
06/20/ 13
0.00
06/21/13
0.50
06122/13
1.50
06/23/13
0.00
06/24/13
0.00
06/25/13
0.40
06/26/13
0.50
06/27/13
0.50
06/28/13
0.00
06/29/13
0.50
06/30/13
0.40

A&A�p
RCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory
Governor
March 27, 2014
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
7008-1140-0002-95 58-8776
Rex Halso
Rex Halso & Son
PO Box 784
Beulaville, North Carolina 29518
Subject: NOTICE OF VIOLATION
NOV-2014-PC-0079
Administrative Code 15A NCAC 2T .1304
Rex Halso & Son Farm No. 67 - 87, Permit No. AWS670087
Onslow County
Dear Rex Halso:
John E. Skvarla, III
Secretary
On March 21, 2014, staff of the NC Division of Water Resources (DWR) inspected the Rex Halso & Son
Farm and the permitted waste management system. We wish to thank Mr. Rex Halso, who was present and
assisted us during the inspection.
As a result of this inspection, you are hereby notified that, having been permitted to have a non -discharge
permit for the subject animal waste management system pursuant to 15A NCAC 2T .1304, you have been
found to be in violation of your Certified Animal Waste Management Plan (CAWMP) and the Swine Waste
System General Permit No. AWG100000 as follows:
Violation 1:
Failure in maintaining the waste level in lagoon/storage pond to not exceed maximum level specified in the
facility's CAWMP in accordance with Condition V. 2 of the Swine Waste System General Permit No.
A WG 100000.
On March 21, 2014, staff inspected the lagoon and found the freeboard level to be at nineteen (19) inches.
Violation 2:
Failure to notify to the appropriate Division Regional Office as soon as possible, but in no case more than
t3venty-four (24) hours following first knowledge of the storage capacity in a lagoon/storage pond greater
than or equal to that required in Condition V. 2 of the General Permit in accordance with Condition III. 13c
of the Swine Waste System General Permit No. AWG100000.
127 Cardinal Drive Extension, Wilmington, North Carolina 28405
Phone: [phone] Internet: www.ncdenr.gov
An Equal Opportunity 1 Affirmative Action Employer - Made in part by recycled paper

On March 21, 2014, staff from the Wilmington Regional Office had not been notified of non-compliance
levels in the lagoon within the twenty-four (24) hour time frame.
Required Corrective Action for Violations:
Please provide to our office, a description of the corrective action you will take to prevent this from
occurring again.
You are required to provide a written response to this Notice by May 1, 2014. Please include in your
response all corrective actions already taken and a schedule for completion of any corrective actions not
addressed.
If you have any questions concerning this Notice, please contact John Farnell at [phone].
Jim Gregson, Regional Supervisor
Water Quality Regional Operations Section
Wilmington Regional Office
Division of Water Resources, NCDENR
cc: APS CAFO Unit
Sara Sweeting, Onslow County Soil and Water Conservation District
Robert B, Mitchell Jr., Enviro-One
John College, Department of Agriculture
DWR Wilmington Animal Files 67-87
G:IlWQ1SHARED/ANIMALSIONSLOW12014167-87NOV
Postal
I
CERTIFIED
�MAIL,. RECEIPT
(DomesticOnly,
r�For-
to I _ . .
ReturlReceipt Fee
(EndorQmant Required)
Restricted Delivery Fee
(En(Jorsement Required)
Total Postage & Fees
5

Beverly Eaves Perdue
Governor
A a
NCDENR
North -Carolina -Department of Environment -and -Natural
Division of Water Quality
Charles Wakild, P.E.
Director
May 21, 2012
Rex Halso
Rex Halso & Son
PO Box 784
Beulaville, NC 29518
D��G�o WT
7 rcesAY 2 9 2012
- Secretary-- - - -
Subject: Certificate of Coverage No. AWS670087
Rex Halso & Son
Swine Waste Collection, Treatment, '
Storage and Application System
Onslow County
Dear Rex Halso:
In accordance with your Notification of Change of Ownership received May 15, 2012, we are hereby
forwarding to you this Certificate of Coverage (COC) issued to Rex Halso, 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 Rex Halso & Son, located in Onslow County, with a swine animal capacity of no
greater than the following annual averages:
Wean to Finish: Feeder to Finish: 5280 Boar/Stud:
Wean to Feeder: Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every. 3 sows.
The COC shall be effective from the date of issuance until September 30, 2014, and shall hereby void
Certificate of Coverage Number AWS670087 dated October 1, 2009. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Please pay careful attention to the
record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record keeping forms.
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 512 N. Salisbury St. Raleigh, North Carolina 27604
Phone: [phone]FAX: [phone]
fntemet: www.ncwaterguahty.ory
NorthCarolina
Naturally
An Equal Opportunity 1 Affirmative Action Employer

If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 2T .0105(h) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
--- - - Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, then an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you :have the right to
apply for an individual permit by contacting the Animal Feeding Operations -Unit for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition I1.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You
may find detailed watch/warning information for your county by calling the Newport/Morehead City, NC
National Weather Service office at [phone], or by visiting their website at:
www.erh.noaa.ov/er/mhxt
-- This facility is located in a county covered by our Wilmington Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Sincerely,
/L�
for Charles Wakild, P.E..
Enclosure (General Permit AWG 100000)
cc: (Certificate of Coverage only for all ccs)
Wilmington Regional Office, Aquifer Protection Section
Onslow County Health Department
Onslow County Soil and Water Conservation District
APS Central Files (Permit No. AWS670087)
AFO Notebooks
Maxwell Foods Inc

NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins Dee Freeman
Governor Director Secretary
June 4, 2010
Robert B. Mitchell Jr.
Enviro-One
104 Adler Lane
Goldsboro, NC 27530
Subject: Sludge Survey Testing Dates
Enviro-One
Animal Waste Management System
Dear Mr. Mitchell:
The Division of Water Quality (Division) received your sludge survey information for many of your
farms on May 12, 2010. With the survey results, you requested an extension of the sludge survey
requirement for the lagoons at those facilities.. Based on the amounts of treatment volume available,
the Division feels that sludge survey requirement exemption is appropriate for the lagoons that are
listed on the attached table for the specified period of time. Please pay particular attention to the
number of years a lagoon is exempt from sludge survey requirement.
Thank you for your attention to this matter. If you have any questions, please call me at (919) 715-
6937. .�.
Sincerely,
JUN 0 s ZOIO
LB
Miressa . Garoma
Animal Feeding Operations Unit
Attachment: Extension List
cc: Wilmington Regional Office, Aquifer Protection Section
Washington Regional Office, Aquifer Protection Section
Central Files
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raiei h, North Carolina 27099-1636
Location, 272E Capital Boulevard, Raleigh, North Carolina 27604 One
Phone:[phone]FAX 1:919.71M588 F„X2,919-715-60481Customer Service:i-877-o23•n748 Neff l4�c�1�O�ICIcl
Internet:www,newaterquality.org t / a lii
An Equal Gppor•,unlly 1 Afrmalive. Actlou Employer A7i7lu �Ol

Permit No.
FARM NO.
FARM NAME
LAGOON ID'
COUNTY
REGIONAL
SLUDGE SURVEY
Comment
OFFICE
EXTENSION DATE
AWS250020
25-20
Tommy McCoy Livestock
TM-1
Craven
Washington
12/31/2014
AWS250020
25-20
Tommy McCoy Livestock
TM-2
Craven
:Washington
12/31/2014
AWS310051
31-51
Edwards Tract-B&M #2
1
Duplin
Wilmington
12/31/2010
Extension Denied
AWS310051
31-51
Edwards Tract-B&M #2
2'
Duplin
Wilmington
12/31/2010
Extension Denied
AWS310185
31-185
Jim Grady & Sons, Inc.
1
Duplin
Wilmington
12/31/2010
Extension Denied
AWS310212
31-212
Houston Farm 1-
1
Duplin
Wilmington. ,
12/31/2014
AWS310212
31-212
Houston Farm
.:2
Duplin
Wilmington
12/31/2014
AWS310213
31-213
Long Haul Farms Site #1 & #2 .
LHF-1
Duplin
Wilmington
12/31/2014
AWS310213
31-213
Long Haul Farms Site #1 & #2
LHF-2
Duplin
Wilmington:
12/31/2014
AWS310223
31-223
Westbrook
.1
Duplin
Wilmington
12/31/2014
AWS310223
31-223
Westbrook
2
Duplin
Wilmington
12/31/2014
AWS310225
31-225
Pork Krop
1
Duplin
Wilmington
12/31/2010
Extension Denied
AWS310225
31-225
Pork Krop
2
Duplin_
Wilmington ..
12/31/2013
AWS310247
31-247
White Flash
1
Duplin
Wilmington
12/31/2014
AWS310256
31-256
David & Mack Jones
1
Duplin
Wilmington
.12/31/2014
AWS310457
31-457
Pickett's Pigs
1
Duplin"
Wilmington'
12/31/2014
AWS310457
31-457
Pickett's Pigs
2
Duplin
Wilmington
12/31/2014
AWS310517
31-517
William Davis Jr Farm
1
Duplin
-Wilmington
12/31/2010
Extension denied
AWS310518
31-518
Regina Davis
1
Duplin
Wilmington
12/31/2014
AWS310556
31-556
J&S
1
Duplin'
Wilmington
12/31/2014
AWS310580
31-580
David Price
1
Duplin
Wilmington
12/31/2014
AWS310754
31-754
Elsie & Nick Herring
1
Duplin
Wilmington
12/31/2014
AWS310863
31-863
Winters Tract-B.L.Grady
1
Duplin
Wilmington
12/31/2014
AWS400022
40-22
Gray Family. Farms, Inc.
GFF-I
Greene
Washington
12/31/2014
AWS400099
40-99
Roger Johnson Farm
Z
Greene
Washington
12/31/2012
AWS540008
54-8
Davis
1
-Lenoir
Washington-
12/31/2014
AW5540008
54-8:,
Davis
_ _; _2.:;.:.-
Lenoir
lhfashington
12/31/2014
AWS540008
' 54-8.�..._
3'.
Lenoir_
Washington--
w
' '12/31/2014
AWS540045
54-45
James Wiggins
1
Lenoir
Washington
12/31/2014
AWS540046
54-46
Wiggins Farm Inc
JI1
Lenoir
Washington
12I3112014
AWS540050
54-50
Thurston Wiggins
TWI
Lenoir
Washington
12/31/2014
AWSWOG1
S4-GI
Davin
1
Lenoir
Washington
12/31/2012
AWSS40128
54-128
Razorback
RBI
Lenoir
Washington
12131/2011
AWS670005
67-5
Cavanaugh Hog Farm -
1 -
Dnslow
Wilmington
12/31/2010
Extension Denied
AWS670021
67=21
M R Hogs
g
1- .
Onslow
Wilmington
12/31/2014
;
AWS670021
67-21
M R. Hogs
2
Onslow
Wilmington
.12/31/2012

4
Permit No.
FARM NO.
FARM NAME
LAGOON ID
COUNTY
REGIONAL
OFFICE
SLUDGE SURVEY
EXTENSION DATE
.Comment
AWS670021
67-21
M R Hogs
3
Onslow
Wilmington
12/31/2014
AW567004$
67-4$
M R-MC
1
Onslow
Wilmington
12/31/2014
AWS670087
67-87
H C Farms
1
Onslow,
Wilmin on
-_-
AWS960010
96-10
Nation =
1
Wayne
Washington
12/31/2014
AWS960011
96-11
Ward Farm
1
Wayne
Washington
12/31/2014
AWS960051
96-51
Daw & Son Farm
1
Wayne
Washington
12/31/2010
.Extension Denied
AWS960064
96-64
Kim Gray Farm
KG-1
Wayne
Washington
12/31/2014
AWS960065
96-65
Roland Gray Farm
BG-1
Wayne
Washington
12/31/2014
AWS960073
96-73
Nation
1
Wayne
Washington
12/31/2014
AWS960074
96-74
Lehman G. Smith Farm -
LS-1
Wayne
Washington
12/31/2014
AWS960075
96-75
Weaver
1
Wayne
Washington
12/31/2014
AWS960077
96-77
John Dunn Farm
JD-1
Wayne
Washington
12/31/2012
:two years only
AWS960092
96-92
Bruce Howell Farm
BH-1
Wayne
Washington
12131/2012
two years only
AWS960109
96-109
William Britt Farm
WBF-1
Wayne
Washington
12/31/2014
AWS960111
96-111
Lewis
1
Wayne
Washington
12/31/2014
AWS960112
96-112
Outlaw
1
Wayne
Washington
12/31/2014
AWS960114
96-114
L. Greg Smith, Jr. Faun
GS-1
Wayne
Washington
12/31/2014
AWS960116
96-116
Hood
1
Wayne
Washington
12/31/2014
AWS960137
96-137
Randy Gray's Isolation
1
Wayne
Washington
12/31/2012
AWS960198
96-198
Beaver Branch Farm .
BB-1
Wayne
Washington
12/31/2012
two years only
AWS960198
96-198
Beaver Branch Farm
BB-2
Wayne
Washington
12/31/2014
AWS960204
96-204
William Earl Cruse Farm
WC-1
Wayne
Washington
12/31/2014
AWS960211
96-211
EMS Hog Farms, Inc.
ES-1
Wayne
Washington
12/31/2014

WASTE UTILIZATION PLAN'
Goldsboro Hog Farms, Inc.
Monday, December 02, 1996
Producer: MR Hogs
Farm Name:
Telephone #
Type of Operation
HC Farms
P.O, Box 398
Richlands,NC 28574
[phone]
Feeder.to Finish Swine
Number of Animals : 5280 hogs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
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.
6 7-cG7
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days .prior -to, planting_ Injecting.the.waste or disking will conserve. nutrients. and
reduce odor problems' -This --plan- is based, on wasteapplicatiomthrough- irrigation,ferthis, is,-
the'`irranrrerin which"yau-heave-chotewtas`apply'yourwaster.-If you-chaose'torinject th"esste~,: ;
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are.. notathe,:sacne-.. .
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
RECEIVED 1 DE=NR i DWQ
AQUlFFR'PRnTPrTinN SFCTl0N
MAR 18 2009
Page 1

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
6280 hogs X 1.9 tons wastelhogslyear = 10032 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
` 6280 hogs X 2.3 Ibs PAN/hogs/year = 12144 PAN/year
Applying the above amount of waste is a big job. You should plan time and have'approp riate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NIACRE NIACRE USED TIME
189
1
GOLDSBORO 0-2%
BH
6.5
325
01
2.75
893.75
MAR-OCT
189
1
GOLDSBORO 0-2%
SG
1
50
0
2.75
137.5
SEP-MAY
189
10
GOLDSBORO 2-6%
SH
6.5
325
01
6.058
1968.85
MAR-OCT
189
- 10
GOLDSBORO 2-6%
SG
1
50
0
6.058
302.9
SEP-MAY
189
2
GOLDSBORO 0-2%
BH
6.5
325
0
2.42
786.5
MAR-OCT
189
2
GOLDSBORO 0-2%
SG
1
50
0
2.42
121
SEP-MAY
189
3A
GOLDSBORO 0-2%
BH
6.5
325
0
2.53
822.25
MAR-OCT
189
-- 3A
GOLDSBORO 0-2%
SG
1
50
0
2.53
126.5
SEP-MAY
1B9
313
GOLDSBORO 0-2%
BH
6.5
325
0
1.38
448.5
MAR-OCT
189
-- 3B
GOLDSBORO 0-2%
SG
1
5o
0
1.38
69
SEP-MAY
189
4
GOLDSBORO 0-2%
BH
6.51
325
0
2.62
851.5
MAR-OCT
189
4
GOLDSBORO 0-2%
SG
11
50
0
2.62
131
SEP-MAY
189
5
NORFOLK 0-2%
BH
6.1
305
0
2.66
811.3
MAR-OCT
189
5
NORFOLK 0-2%
SG
1
50
01
2.66
133
SEP-MAY
189
6A
NORFOLK 0-2%
BH
6.1
305
0
13.8
4209
MAR-OCT
189
- 6A
NORFOLK 0-2%
SG
1
5o
0
13.8
690
SEP-MAY
189
9
NORFOLK 2-6%
BH
6.1
305
0
6.085
1855.93
MAR-OCT
=89RFOLK
189
9
NO1 2-6%
SG
1
50
0
6.085
304.25
SEP-MAY
TOTALS: 14662.7
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals:
" Indicates. a..Crop.Rotation. :,.
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments.• Beg i ing ie:l996--the`Coastat7oneManagement, Act, will..requirefarmers•in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding,
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNITS LIBS N/UNIT
BH HYBRID BERMUDAGRASS-HAY
TONS
50
SG I SMALL GRAIN OVERSEEDED
AC
50
Page 3

TOTALS FROM TABLES I AND 2
ACRES LBS AW
N USED
TABLE 1 1 40.303 14,663
TOTALS., 1 40.3031 14,663
AMOUNT OF N PRODUCED: 12,144
"`" BALANCE -2,519
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the proceeding tables 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.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 1953.6 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
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.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.8 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the. acres shown in Tables 1 and 2: ' Failure to apply the -recommended- rates and
amounts at. Nitrogen_showrLin.the tables may .;make.this. plan,invalid..,..
The following table is provided as a guide for establishing application rates and amounts.
APPLiCATTON `APPCrCATrOW
TRACT FIELD SOIL TYPE CROP RATE (Inlhr) AMT (inches)
189
-9
NORFOLK 2-6%
SG
0.50
`1
189
9
NORFOLK 2-6%
BH
0.50
*1
189
-5, --6A
NORFOLK 0-2%
SG
0.50
`1
189
5, 6A
NORFOLK 0-2%
BH
0.50
*1
189
-�10
GOLDSBORO 2-6%
SG
0.50
*1
189
14
GOLDSBORO 2-6%
BH
0.50
"1
189
-1,-2,-3A,-3B,-•4
GOLDSBORO0-2%
SG
0.50
"1
189
1, 2, 3A, 313, 4
GOLDSBORO 0-2%
BH
0.50
`1
* 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 the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4

NARRATIVE OF OPERATION
WUP created 1212/96, updated 7/14/97 and updated 3/25/98 per John Fitzgerald's
suggestion to get zone and field acreage to coincide.
Field 4, zones 7A-8B were amended 04/23/01 and changed to zones 6 & 7 and the original
zone 6 was totally deleted. Also information was changed to reflect new owner.
WUP was also amended reflecting irrigation pulls. The entire tract and irrigation pulls were
overseeded with small grain, but in reality, overseed is not necessary to have a deficit.
Landowner may pick and choose which fields he overseeds.
Original irrigation pulls 9-11 were installed with solid set irrigation in July - August 2003 and
the WUP was amended to reflect this change.
Irrigation pulls 6 & 7 were installed with a center pivot irrigation system in August -October
2006. Pulls 6 & 7 were deleted and changed to 6A. The wettable area has changed to 13.80
acres provided by Rainman Irrigation
WUP was amended 111108 to remove pulls 12 & 13 upon growers request.
Page 5

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers" required by OEM. (See FOTG
Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -
Environment file 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,sits.,during,.application. Na.panding;,should,.a=w,in>pcdecla.cgotrol,mnditons::._..;.
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall'not be'applied, to-saturate d sods;-during-rainfall-events;�orwhenthe,f.
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
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
Page 6

and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste
other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
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 croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and 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. Lagoon 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 -.as a-preemergence-with,noaother=:applications.of,-
anima+wastte-clunrr7theecrop^seasorr.,,, ,
*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 fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soils shall be monitored and alternative crop sites
shall be used when these metals approach excessive levels. pH shall be adjusted for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three (3) years.
Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Page 7

NAME OF FARM: HC Farms
OWNER 1 MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance procedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: MR Hogs
SIGNATURE:�DATE:
NAME OF MANAGER (if different from owner):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: Robert B. Mitchell Jr.
AFFILIATION: Private Technical Specialist
ADDRESS (AGENCY): 104 Adler Lane
Goldsboro, NC 27530
(919) 73 6
SIGNATURE: DATE:
Page 9

Michael F. Easley, Governor
WATF9P
Mark F Cavanaugh
HC Farms
PO Box 398
Richlands, NC 28574
Dear Mark F Cavanaugh:
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
A
July 1, 2007
Coleen H. Sullins, Director
Division of Water Quality
Subject: Certificate of Coverage No. AWS670087
HC Farms
Animal Waste Management System
Onslow County
In accordance with your application received on 4-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Mark F Cavanaugh, 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 HC Farms, located in Onslow County, with an animal capacity of no greater than
the following swine annual averages: "
Wean to Finish: 0 Feeder to Finish: 5280 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 III.19 does not apply,
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please pay
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www,ncwaterquality.org Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
one
N5 Carolina
Nturrr!!y
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 .01 11(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-395-3900. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc; (Certificate of Coverage only for all cc's)
Onslow County Health Department
Onslow County Soil and Water Conservation District
Wilmington Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS670087

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Monday, December 02, 1996
Producer:
Farm Name:
Telephone # :
Type of Operation
MR Hogs
HC farms
P.O. Boat 398
Richlands,NC 28574
[phone]
Feeder to Finish Swine
Number of Animals : 5280 hogs design capacity
Application Method: irrigation
Uk/�ns 's / c'��•
RECEIv�D
IdN 0 4 2007
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient contents of the waste. Do not apply more nitrogen than the crop
can utilize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and avaialable water holding capacities. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special pre -cautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed under
DEM regulations. Wind conditions should also be considered to avoid drift and downwind
odor problems. To maximize the value of the nutrients for crop production and to reduce the
potential for pollution, the waste should be applied to a growing crop or applied to bare
ground not more than 30 days prior to planting. Injecting the waste or disking will conserve
nutrients and reduce odor problems. This plan is based on waste application through
irrigation for this is the manner in which you have chosen to apply your waste. If you choose
to inject the waste in the future, you need to revise this plan. Nutrient levels for injecting
waste and irrigating waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
5280 hogs X 1.9 tons waste/hogs/year =10032 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5280 hogs X. 2.3 Ibs PANlhogslyear = 12144 PAN/year
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE NIACRE WACRE USED TIME
189
1
GOLDSBORO 0-2%
BH
6.5
325
0
2.75
893.75
MAR-OCT
189
1
GOLDSBORO 0-2%
SG
1
50
0
2.75
137.5
SEP-MAY
189
10
GOLDSBORO 2-6%
BH
6.5
325
0
6.058
1968.85
MAR-OCT
189
-• 10
GOLDSBORO 2-6%
SG
1
50
0
6,058
302.9
SEP-MAY
189
12
NORFOLK 0.2%
BH
6.1
305
0
1.21
369.05
MAR-OCT
189
- 12
NORFOLK 0-2%
SG
1
50
01
1.21
60.5
SEP-MAY
189
13
GOLDSBORO 0-2%
BH
6.5
325
0
2.31
750.75
MAR-OCT
189
- 13
GOLDSBORO 0.2°%
SG
1
50
0
2.31
115.5
SEP-MAY
189
2
GOLDSBORO 0-2%
SH
6.5
325
0
2.42
786.5
MAR-OCT
189
2
GOLDSBORO 0.2%
SG
1
50
0
2.42
121
SEP-MAY
189
3A
GOLDSBORO 0-2%
BH
6.5
325
0
2.5A
822.25
MAR-OCT
189
- 3A
GOLDSBORO 0-2%
SG
1
50
0
2.53
126.5
SEP-MAY
189
3B
GOLDSBORO 0-2°%
BH
6.5
325
0
1.38
448.5
MAR-OCT
189
- 3B
GOLDSBORO 0-2%
SG
1
50
0
1.38
691
SEP-MAY
189
4
GOLDSBORO 0-2%
SH
6.5
325
0
2.62
851.5
MAR-OCT
189
- 4
GOLDSBORO 0-2%
SG
11
50
0
2,62
131
SEP-MAY
189
5
NORFOLK 0-2%
BH
6.1
305
0
2.66
81.1.3
MAR-OCT
189
5
NORFOLK 0-2%
SG
1
50
0
2.66
133
SEP-MAY
189
6
NORFOLK 0-2%
SH
6.1
305
0
5.49
1674.45
MAR-OCT
189
6
NORFOLK 0.2°%
SG
1
50
0
5.49
274.5
SEP-MAY
189
7
NORFOLK 0-2%
BH
6.1
305
0
7.25
2211.25
MAR-OCT
189
7
NORFOLK 0-2%
SG
1
50
0
7.25
362.5
SEP-MAY
189
9
NORFOLK 2-6%
BH
6.11
305
0
6.085
1855.93
MAR-OCT
189
9
NORFOLK 2.6%
SG
11
50
0
6,085
304.25
SEP-MAY
TOTALS. 155822
M Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEAS
(Agreement with adjacent landowners must be attached.)
(Required only if operator does hot own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNITS LOS WUNrr
BH I HYBRID BERMUDAGRASS41AY TONS 50
SG I SMALL GRAIN OVERSEEDED AC 50
Page 3

TOTALS FROM TABLES 1 AND
ACRES LBS AW
N USED
TABLE 1 42.7q 15,582
TOTALS: 42.763 15,682
AMOUNT OF N PRODUCED, 12,1"
"BALANCE -3,438
*** This number must be less than or equal to 0 in order to fully utilize the animal waste
N produced.
Acres show in each of the preceeding tables 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.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 1953.6 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the,attached. mapshowing the, fields. to be used for the utilization of waste water
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.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume
of waste being stored in your structure be within 1.8 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (IMhr) AMT (Inches)
189
-s
NORFOLK 2-6%
SG
.50
'1
189
5
NORFOLK 2-6%
SH.50
'1
189
-12,-s,-6,-7
NORFOLK 0-2%
SG.50
"1
189
12, s, G, 7
NORFOLK 0-2%
BH.50
ra
'1
189
-10
GOLDSBORO 2-6%
SG.50
"1
189
10
GOLDSBORO 2-6%
BH50
"1
189
-1,-13,-2,-3A,-313,-4
GOLDSBORO 0-2%
SG
0.50
•1
189
1, 13, 2, 3A, 3B, 4
GOLDSBORO 0-2%
BH
0.50
L "1
Page 4

" 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 the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 6

0
NARRATIVE OF OPERATION
WUP created 1212196, updated 7/14197 and updated 3/25/98 per .!Rohn Fitzgerald's
suggestion to get zone and field acreage to coincide.
Field 4, zones 7A-813 were amended 04/23/01 and changed to zones 6 & 7 and the original
zone 6 was totally deleted. Also information was changed to reflect new owner.
WUP was also amended reflecting irrigation pulls. The entire tract and Irrigation pulls were
overseeded with small grain, but in reality, overseed is not necessary to have a deficit.
Landowner may pick and choose which fields he overseeds.
Original irrigation pulls 9-11 were installed with solid set irrigation in July - August 2003 and
the WUP was amended to reflect this change.
Page 6

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a.
copy of a written agreement with a landowner who Is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions, and
level of management, unless there are regulations that restrict the rate of application for
other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Altemative Conservation System (ACS). If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate filter strips.wHI be used where runoff
leaves the field. These filter strips'will be in addition to "Buffers" required by DEM. (See
FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
r.. 5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled,crops or
grassland, the waste may be broadcast provided the application does not occur during a
season prone to flooding. (See "Weather and Climate in North Carolina" in the NRCS
Technical Reference -Environment file 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 conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
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
Page 7

component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or Over (other that an irrigation ditch or canal. Animal waste
other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
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 croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or
drift from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and 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. Lagoon
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 as a preemergence with no other 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 fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be adjusted
for optimum crop production amd maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
Page 8

years. Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
' Liquid Systems
Page 9

1 , 1
001:612ea3 10:'A 9131171?5'161
(--!JLDSBI]P) HUG PAHMS
PA;3E 02
r..
NAME OF FARM: HC Forms
OWNER ! MANAGER AGREEMENT
1(we) understand end will follow and lmp!emeni the spocifications and the operation and
maintsnenoe pmoodures estallshed In the approved animal wasto utilization plats for the
tarn named above. I (we) know that any expansion to the existing des
lgn oapaolty at the
waste treatment and/or storage system or oonstruntion of new facilities will require a now
'utlftation plan and a new certirication to be submitted to DEM before the new animals are
stocked.
(we) underatand that I must own or have acres to equipment, primarily irrigation
'equipment, to Iand apply the anirnal waste described In this waste utilizotion plan. This
° ,equipment must De available at the a prop6ste pure bma such that no discharge
.•' = p p nCl - rye occurs
i A: irofn the lagoon In a 25-year t-day stomp event, i also certify that the waste will be 6spplled
v on the hand @=-rdinq to this plan at the approphate titres and at rates that no n noff accure.
;1' E OF FACILITY OWNER., MR N
I' `SIGNATURE: �i Zw
�G�2y-=--�_•------•---�_..__._�_ DATMA41. Z S
NAME OF MANAGER (if different from uwner):
plssse print
SIGNATURE:- `...��.�... �.�. _.r .-_. DATE1. Z, Z-0Q3
NAME OF TECHNICAL. SPECIALIST: George K Pettus
AFFILIATION; Goldsboro Hog Farms, Inc.
ADDRESS (AGENCY): PO Box'1000$
Gol laboro, NC 27332
(918) "S-3130
SKMATURE:— _ DACE: 15 *re, 9.5
F
600LbZ$0T6
Pmaq 10
W Wd 1p0:.b0 £O--SZ_f)ntl

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E. Director
Division of Water Quality
s
March 2, 2006
Mark F. Cavanaugh
HC Farms t` � g♦ MAR U 2 cUud
1:
P.O. Box 398t!'�
Richlands, North Carolina 28574
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. NCA267087
HC Farms
Animal Waste Management System
OnsIow County
Dear Mr. Cavanaugh:
The Division of Water Quality (Division) received your sludge survey information on February 21,
2006. With your results, you requested that a sludge survey for the lagoon at the HC Farms facility not
be required until 2008. Due to the amounts of treatment volume available, the Division agrees that a.'
sludge survey is not needed until 2007. The results of the 2007 'sludge survey are to be submitted with
the Annual Certification Form that will be due on March 1, 2008. Thank you for your attention to this
matter. if you have any questions, please call me at [phone].
Sincerely,
Todd A. Bennett
Environmental Engineer
Cc: Aquifer Protection Section, Wilmington Regional Office
Central Files
Np x Carolina
'Naturally
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636 Phone [phone] Customer Service
Internet: www riewaterqualily.org Location: 2728 Capital Blvd. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycled110% Post Consumer Paper

ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number County n1214Aa Year 200
Facility Name (as shown on Certificate of Coverage or Permit) _ _ C_, t LL f' nn s
Operator in Charge for this Facility 0,,^ � CO-Z 0­� CA �,l Certification # _SS
Land pplication of animal waste as allowed by the above permit occurred during the past calendar year
YES NO. If NO, skip Part I and Part II and proceed to the certification. Also, if animal waste
was generated but not land applied, please attach an explanation on how the animal waste was handled.
PartI : FaciIi Information:
1. Total number of application Fields ❑ or Pulls L151ease check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): _ - 1- _ Total Useable Acres approved in the CAWMP
7 (0 -
2. Total number of Fields ❑ or Pulls GJ66ase check the appropriate box) on which land application
occurred during the year: t J Total Acres on which waste was applied�3 8
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
4. Total pounds of Plant Available Nitrogen. (PAN) allowed to be land -applied annuwbj A and
the permit: g �-
5. Estimated amount of toial man e, Iitter and process wastewater sold or giver' rsons and taken
off site during the year {� tons ❑ or gallons ❑ (please check the appropriate box)
6. Annual average number of animals by type at this facility during the previous year:
6?3.-- - - -
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) �y
8. Facility's Integrator if applicable: M_0,/
Part IIPart Facili�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 es ❑ No
the past calendar year.
AFACF 3-14-03

-2. The facility was operated in such a way that there was no direct runoff of waste from es ❑ No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
�,. There was no discharge of waste to surface water from this facility during the past 94es ❑ No
calendar year.
4. There was no freeboard violation in any Iagoons or storage ponds at this facility during C�es ❑ No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the Ples ❑ No
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. D-Y-es ❑ No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon D-Ye's ❑ No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
for which the lagoon was designed.
8. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification. ,_,_des El No
9. Annual soils analysis were performed on each field receiving animal waste during the D Yes ❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year?
11. All required monitoring and reporting was .performed in accordance -with the facility's
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during
the past calendar year or, in the case of a deviation, prior authorization was received.
from the Division of Water Quality.
13. Crops as specified in the CAWMP were maintained during the past calendar year on all
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. Al buffer requirements as specified on the permit and the CAWMP. for this facility were
maintained during each application of animal waste during the past calendar year.
[des ❑ No
Q'Yes. ❑J No
C,Ires []No
CCU -Yes ❑ No
9es ❑ No
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. l am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
cz,c� I L
le (type or print.
Signature of Operator in Ch
(if different from Permittee)
2.-e a V
Date
Date
AFACF 3-14-03 2

ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number nt q 7-67697 _ County fa/1510w Year 20044
Facility Name (as shown on Certificate of Coverage or Permit)14a- C Arms
Operator in Charge for this Facility ar' Certification # UZ 35
Lan, d,aj5p'iication of animal waste as allowed by the above permit occurred during the past calendar year
1/ 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 : Facifi Information:
1. Total number of application Fields 0 or Pulls V(please check the appropriate box) in the Certified Animal
Waste Management Plan (CAWMP): f 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: _ fa� Total Acres on which waste was applied b%Z _
3. Total pounds
/o//f Plant Available Nitrogen (PAN) applied during the year for all application sites:
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit: _ IJ Sg Z . Z _
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. Annual average number of animals by type at this facility during the previous year:
5'5000
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest „ 47-00o
Smallest 2-000
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility is the annual average numbers)
8. Facility's Integrator if applicable: C%dSda �• %li.��
Part II: Facility Statusc
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 P- s ❑ No
the past calendar year. RFGEj\jEd
AFACF 3-14-03
MAR 0 2 2004
'NmR ot1ALn �liaMe t
tyon.uat"o Game

2. The facility was operated in such a way that there was no direct runoff of waste from
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
3. There was no discharge of waste to surface water from this Facility during the past
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during
the past calendar year.
S. 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.
D/Yes ❑ No
E Yes ❑ No
E Yes ❑ No
R-Yes ❑ No
YYes ❑ No
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon ❑ Yes 19-11'o-_
was designed or reduce the lagoon's m nimum tr at en volume to less than the volume
for which the lagoon was designed. iV� � S ce
S. A copy of the Annual Sludge Survey Form for this facility is attached to this Certification. ❑ Yes Pl<
9. Annual soils analysis were performed on each field receiving animal waste during the Pes ❑ No
past calendar'year.
10. Soil pH was maintained as specified in the permit during the past calendar Year? Fees ❑ No
11. All required monitoring and reporting was performed in accordance with the facility's
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during
the past calendar year or, in the case of a deviation; prior authorization was received
from the Division of Water Quality.
13. Crops as specified in the CAWMP were maintained during the past calendar year on all
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWMP. for this facility were
maintained during each application of animal waste during the past calendar year.
Pl'e's.. ❑. No • .
des ❑ No
PKes ❑ No
a-' es ❑ No
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
(_'aoaj IC,(AC- f
ame and Title a or
� ,,, '-:f ,
Pennittee
Signature of Operator in Charge
(if different from Permittee)
-let zg ,�
Date
Date
AFACF 3-14-03 2

Attached Note
Plan to attach Sludge Survey to form that will be
mailed in April.

O�O� WgrFRQG Michael F. Easley,.Govemor
`s w
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
CIO
j r Alan W. Klimek, P. E., Director
'{ Division of Water Quality
April 9, 2003
MR Hogs
HC Farms
P O Box 398
Richlands NC 28574
Subject: Certificate of Coverage No. NCA267087
HC Farms
Swine Waste Collection, Treatment,
Storage and Application System
Onslow County
Dear MR Hogs:
On March 14, 2003, the North Carolina Division of Water Quality (Division) issued an NPDES General
Permit for swine facilities. The General Permit was issued to -enable swine facilities in -North Carolina to
obtain coverage under a single permit that addresses both State and Federal requirements.
In accordance with your application received on February 21, 2003, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to MR Hogs, authorizing the operation of the subject animal waste
collection, treatment, storage and land application system in accordance with NPDES General Permit
NCA200000. The issuance of this COC supercedes and terminates your COC Number AWS670087 to
operate under State Non -Discharge Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the HC Farms, located in Onslow County, with an animal capacity of no greater
than an annual average of 5290 Feeder to Finish swine and the application to land as specified in the
4 . facility's Certified Animal Waste. Management Plan (CAWMP).__If this.is_a Farrow to Wean or Farrow to
` Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary, they'may
be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a rate of 4
gilts for every 3 sows
The COC shall be effective from the date of issuance until July 1, 2007. Pursuant to this COC, you are
authorized and required to operate the system in conformity with the conditions and limitations' as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in`number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed General Permit. Since this is a new joint State and
Federal general permit it contains many new requirements in addition to most of the conditions contained
in the current State general permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record keeping
and monitorine . conditions in this hermit. The Devices to Automaticallv Ston Irrigation Events Form
must be returned to the Division of Water Quality no later than 120 da s following receipt of the
Certificate of Coverage. The Animal Facility Annual Certification Form must be completed and returned
to the Division of Water Quality by no later than March 1st of each year.
MENER
Non -Discharge Permitting Unit Internet httpJ/h2o.enr.state.nc.us/ndpu
1617 Mail Service Center, Raleigh, INC 27699-1617 Telephone [phone] Fax [phone]
Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50% recycled110% post -consumer paper

.- 0
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C, the Clean Water Act and 40 CFR.122.41 including civil penalties, criminal
penalties, and injunctive relief.
If you wish.to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual NPDES Permit by contacting the staff member listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Wilmington Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Michelle Barnett at [phone] ext. 544.
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Onslow County Health Department -
G-- ilrning on Regional -.Office, Water Quality Section
Onslow County Soil and WWa[ Conservation.Dzstric
Permit File NCA267087
Permit File AWS670087
NDPU Files_

F MOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
0280 hogs X 1.9 tons wastelhogslyear =10032 tons
i
.:AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
680 hogs X 2.3 Ibs PAN/hogs/year = 12144 PAN/year
:applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
the following acreage will be needed for waste application based on the crop to be grown,
toil type and suface application.
i
jABLE 1 : ACRES OWNED BY PRODUCER
iltACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLte ,
DETERMINING PHASE CODE WACRE NACRE USED TIME ; .
189
1
GOLDSBORO 0-2%
BH
6.5
325
01
2.751
893.75
MAR-0
T
109
. 1
GOLDSBORO 0-2%
SG
1
50
0
' 2,75
1375
SEP-
Y
99
10
GOLDSBORO 2�96
BH
6.
325
0
3.69
1199.
MAR-0
T�
189
- 10
GOLDSBORO 2�96
SG
1
T50
0
3.69
184.
SEP
Y
189
11
NORFOLK2-6%
BH'
8.1
305
0
1.82
555.1
MAR-O
T
189
-. 11
NORFOLK 2-6%
SG
1
50
1.8
91
SEP-
Y
leg
f 189
169
12
- 12
13
NORFOLK O-2%
NORFOLK 0-2%
GOLDSBORO 0-2%
BH
SG
BH
6.1
1
6.5
305
50
325
_ 0
_ - 0
1.21
1.21
2.31
3%.
60.6
750.75
MAR
SEP
MAR -OPT
yT
Y
189
- 13
GOLDSBORO 0-2%
SG
1
50
0
2.31
115.5
SEP
Y
189
2
GOLDSBORO 0-2%
SH
6.51
325
2.42
78$•5
MAR4T
189
2
GOLDSBORO 0-2%
_
SG
1
SO
_ _0
0
2.42
121
$EP-M
Y
189
3A
GOLDSBORO 0-2%
_
8H
8.•
325
0
2,53
822.25
MAR -OPT
189
w 3A
GOLDSBORO 0-2%
SG
1
50
_
C
2.53
126.5
SEP
Y
1e9
38
_
GOLDSBORO0-2%
BH
6,
325
1.38
448.5
MAR
T
189
- 3B
GOLDSBORO 0-2%
SG
1
50
__C
0
1.38
$9
SEP
Y
189
4
GOLDSBORO 0-2%
9H
$.5
325
2.62
851.5
MAR
T
189
4
_
GOLDSBORO 0-2%
SG
1
50
2.62
131
SEP
Y
189
5
NORFOLK 0-2%
BH
6.11
305
_ _
0
2.
$11.3
MAR-
T
189
5
NORFOLKO-2%
SG
1
50
0
2.66
133
SEP
Y
189
6
NORFOLK 0.2%
8H
8.1
305
5.49
1674.45
MAR
T
169
6
NORFOLK 0-2%
_
SG
1
50
0
5,49
274.5
SEP
Y
1�89
7
NORFOLK 0-2% --
-- SH
6.1
305
_
7.25
221115
MAR-
189
7
ORFOLKO-2%
SG
1
50
0
7.25
302.5
SEP
Y
189
9
NORFOLK 2-6% SH
e.1
305
-0
3.23
985.1
MAR
T
189
- 9
_
NORFOLK 2-8% SG--
- 11
501
-� --0
3.23
161.5
5EP
Y
TOTALS: 74JiL11.sf
4- Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
tome eastern counties of NC to have a nutrient management plan that addresses all
Nutrients. This plan only addresses Nitrogen.
t
pale 2

FABLE 2.ACRES WITH AGREEMENT OR LONG TERM LEAS
�oreement with adjacent landowners must be attached.)
equired only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow:
summer annuals.
Indicates a Crop Rotation
Acreage figures may exceed total acreage in field due to overseeding.
*Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES I and 2 above:
Pa e 9

tOTAL3 FROM TABLES 1 AND
ACRES Las AW l
N USED
ABLE 1 39. 14,327 f
! V TALE: 39.36 14.32T
AMOUNT OF N PRODUCED. � 12,144
13AL4NCaE 4,183
This number must be less than or equal to 0 in order to fully utilize the animal vast
1N produced.
Acres show in each of the proceeding tables are considered to be the usable acres
xcluding required buffers, filter strips along ditches, odd areas unable to be irrigated, and
edmeter areas not receiving full application rates due to equipment limitations. Actual totals
cres in the fields listed may, and most likely will be, more than the acres shown in the
gables.
I j
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
41udge at agronomic rates. The sludge will be nurtunent rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production fdcili�
►(vill produce approximately 1953.6 pounds of plant available nitrogen (PAN) per year in'the ,
kludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special,
equipment, may be needed when you remove this sludge.
$ee the attached map showing the fields to be used for the utilization of waste water I,
APPLICATION OF WASTE BY IRRIGATION
the irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application �.
0moot. should not exceed the available water holding capacity of the soil at the time of'
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
Crop.
Your facility is designed for 180 days of temporary storage and the temporary storage mu �t
ire removed on the average of once every 5.92 months. In no instance should the volume
�f waste being stored in your structure be within 1.8 feet of the top of the dike.
surface irrigation is the method of land application for this plan, it is the responsiblity of i
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and i
Omounts of Nitrogen shown in the tables may make this plan invalid. I
the following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION i
TRACT FIELD BOIL TYPE CROP RATE (Inlhr) AMT (inches)
89
-11,-9
NORFOLK2.696 -- —
SG -
0.50
'1
189
11.9
NORFOLK 2-6%
SH
SG
U,50
0,50
`1
61
NORFOLKO-2%
gg
12, s, 6, 7 J
NORFOLKO-2%
BH _
SG
0.50
� 0so
'1
'1
89
--ID
GOLDSBORO 2-6%
89
10
GOLDSBORO 2-6%
am
0.50
`1
g$
1, --13, -7, -3A., --3B. -4
_
GOLDSBORO O-2%
SG
BHA
0,50
wO.so
' 1
'1 j
189
1. 13, i 3A., 3B, 4
GOLD5BORO o-2% - -
d 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 the nitrogen limitation. The maximum
r ppllcation amount shown can be applied under optimum soil conditions.
I
I
i
;
i
i i•
I
I
I
Pa
e 4

i
NARRATIVE OF OPERATION
:`%kUP.created 12/2/96, updated 7/14197 and updated 3/25198 per John Fitzgerald's
Ss,ggestion to get zone and field acreage to coincide.
kField 4, zones 7A-88 were amended 04/23/01 and changed to zones 6 & 7 and the original
�ne 6 was totally deleted. Also information was changed to reflect new owner.
AMP was also amended reflecting irrigation pulls. The entire tract and irrigation pulls w�re
> Lverseeded with small grain, but in reality, overseed is not necessary to have a deficit.
andowner may pick and choose which fields he overseeds.
i
Page 5 z

PLANS & SPECIFICATIONS
�Animal waste shall not reach surface waters of the state by runoff, drift, manmade
onvgyances, direct application, or direct discharge during operation or land application, Anl
lischarge of waste which reaches surface water is prohibited. Illegal discharges are su le
0 assessment of civil penalties of $10,000 per day by the Division of Water Quality for ve f
day the discharge continues. I I
. The Field Office must have documentation in the design folder that the producer either
9wns or has long term access to adequate land to properly dispose of waste. If the prooucgr
does not own adequate land to properly dispose of waste, he shall provide NRCS with 0
' dopy of a written agreement with a landowner who is within a reasonable proximity, allowing
.him/her the use of the land for waste application for the life expectancy of the production
facility. Its. the responsibility of the owner of the facility to secure an update of the Was
Utilization Plan when there is a change in the operation, increase in the number of aninjals,!,
method of utilization, or available land.
. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realist�c
crop yields based on soil type, available moisture, historical data, climate conditions, and
level of management, unless there are regulations that restrict the rate of application fot
other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RAGS) �r
an Altemative Conservation System (ACS). If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate filter strips will be used where nlnofi
aver the field. These filter strips will be in addition to "Buffers" required by DEM. (Sei
' IrOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers). }
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled crop$ or,
grassland, the waste may be broadcast provided the application does not occur during it
Seaspn prone to flooding. (See "Weather and Climate in North Carolina" in the NRCS
Technical Reference - Environment file for guidance.) 1 }
i
; *7. liquid waste shall be applied at rates not to exceed the soil infiltration rate such that'
unof does not occur offsite or to surface waters and in a method which does not cause d
from the site during application. No ponding should occur in order to control conditions '
Conduci4 to odor or flies and to provide uniformity of application.
. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
Surface is frozen.
$. Animal waste shall be applied on actively growing crops in such a manner that the crop i$
riot covered with waste to a depth that would inhibit growth. i
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils wit
high potential for leaching. Waste nutrient loading rates on these soils should be held. to
minimum and a suitable winter cover crop planted to take up refeased nutrients. Waste 'shall
riot be applied more than 30 days prior to planting of a crop on bare soil.
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.
P48 6

i
i
component of a swine fart shalt be atleast 50 feet from any residential property boundary
f Pnd from any perennial stream or river (other that an Irrigation ditch or canal. Animal waste,
Qther than swine waste from facilities sited on or after October 1, 1995), shall not be applie6,
oloser than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than thos�
owned by the landownwer. ; .
j4. Waste shall be applied in a manner not to reach other property and public right - of iova
15. Animal waste shall not be discharged into surface waters, 9 drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into v atet
Courses, except when applied at agronomic rates and the application causes no runoff or
drift from the site. i
i
416. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc;,
shall not be discharged into the animal waste management system,
'17. A protective cover of appropriate vegetation will be established on all disturbed areas
;(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
1provided for these areas and shall be fenced, as necessary, to protect the vegetation. I
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. Lagoon i
;berms and strictures should be inspected regularly for evidence of erosion, leakage or
'discharge. ,
i
p
`;'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, reefs, etc., should be inspected on a reg1Ilar
b�asls,to prevent breakdowns, leaks, and spills. A regular maintenance checklist should pe
*Ot on site.
2',0. Animal waste can be used in a rotation that includes vegetables and other crops for
rect human consumption. However, if animal waste is used on crops for direct human;
bnsumptlon, it should only be applied as a preemergence with no other applications of
ain+mal waste during the crop season. E
s?1. Highly visible markers shall be installed to mark the top and bottom elevations of the
tOmporary 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 marl
the maximum storage volume fpr waste storage ponds.
2?. Waste shall be tested within 60 days of utilization and soil shall be tested at feast j
..annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and alternative j
clop sites shall be used when these metals approach excessive levels. pH shall be adjusted
for optimum crop production amd maintained. Soil and waste analysis records shall be kept;
for five (5) years. Poultry dry waste application records shall be maintained for three (3) I I
years. Waste application records for all other waste shall be maintained for five (5) year$.
Page 7

23. bead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations,
Liquid Systems

a
4
NAME OF FARM: HC Farms
OWNER / MANAGER AGREEMENT
I, (we) understand and will follow and implement the specifications and the operation an
i-maintenance precedures estalished in the approved animal waste utilization plan for the
i farm,named above. I (we) know that any expansion to the existing design capacity of tl e
waste treatment and/or storage system or construction of new" facilities will require a new
ublizabon plan and a new certification to be submitted to DEM before the new animals are
stocked.
[ (we) understand that I must own or have acces to equipment, primarily irrigation
9quipment, to land apply the animal waste described in this waste utilization plan. This
quipment must be available at the appropriate pumping time such that no discharge occur
from
;the lagoon in a 25-year 1-day storm event. I also certify that the waste will be applied! .
On the land according to this plan at the appropriate times and at rates that no runoff o curd.
i NAME OF FACILITY OWNER: - M R Hogs
SIGNATURE: C'�DATE:
NAME OF MANAGER (if different from owner):
please print
SIGNATURE:
DATE:
NAME OF TECHNICAL SPECIALIST: George H. Pettus
1 �
AFFILIATION: Goldsboro Hog Farms, Inc.
ADDRESS (AGENCY): PO Box 10009
Goldsboro, NC 27532
[phone] .
SIGNATURE:
i
I
DATE: Z7 strwL vl
Pae 9

State of North Carolina
Department of Environment REC:EIV�:�
and Natural Resources FEB 2 2 Z001
Division of Water Quality
Michael F. Easley, Governor B_
William G. Ross, Jr., Secretary
February 16, 2001
MARK CAVANAUGH
HC FARMS
P O BOX 398
RICHLANDS NC 28574
-mv
4Ni 7tA��
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Certificate of Coverage No. AWS670087
HC Farms
Swine Waste Collection, Treatment,
Storage and Application System
Onslow County
Dear Mr. Cavanaugh:
In accordance with your Change of Ownership Notification received on February 6, 2001, we are
forwarding this Certificate of Coverage (COC) issued to Mark Cavanaugh, 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 HC Farms facility, located in Onslow County,
with an animal capacity of no greater than 5280 Feeder to Finish swine 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
Certificate of Coverage Number AWS670087, dated June 26, 1998. The COC shall hereby incorporate
by reference any specified conditions of the previous COC issued to this facility. 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
W Permit or the CAMP 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.
11
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 100/6 post -consumer paper

Certificate of Coverage AWS670087
M R Hogs
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 Theresa Nartea at [phone] ext. 375.
ZS' ely,
. �LD
err T. Stevens
cc: (Certificate of Coverage only for all cc's)
Onslow County Health Department
filming on_Regional Office, Water Quality -Section: ;
Onslow County Soil and Water Conservation District
Permit File
NDPU Files

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Jody D. Cavanaugh
J&C Farms
PO Box 397
Richlands NC 28574
Dear Jody D. Cavanaugh:
E E B 0 3 2000 00
:'__NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL. RESOURCES
January 24, 2000
Subject: Conditional Approval
Animal Waste Management System
Facility Number 67-87
Onslow County
Our records indicate that your facility was conditionally certified in order to fulfill the requirements
of completion of your Certified Animal Waste Management Plan Certification. This letter is to inform you
of your unresolved conditional approval status. Any facility receiving a conditional approval must notify
Division of Water Quality (DWQ) in writing within 15 days after the date that the work needed to resolve the
conditional certification has been completed. Any failure to notify DWQ as required, subjects the owner to
an enforcement action. As of December 6, 1999, we have no record of any information from you, advising
us of the status of your conditional approval. Therefore, please fill out the attached form and have your
technical specialist and landowner sign the form in the appropriate areas.
The completed form must be submitted to this office on or before 45 days of receipt of this letter.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or liability
for failure to provide DWQ with proper notification of your conditional certification status or possible failure
to comply with the requirement to develop and implement a certified animal waste management plan by
December 31, 1997.
If you have any questions regarding this letter, please do not hesitate to contact me at [phone]
extension 571.
Sincerely,
Sonya L. Avant
Environmental Engineer
cc. Wilmington Regional Office
Onslow County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Goveror JAW {0 `� n
Bill Holman, Secretary 1 B Y:
Kerr T. Stevens, Director
Jody D. Cavanaugh
J&C Farms
PO Box 397
Richlands NC 28574
Dear Jody D. Cavanaugh:
lkf?W,A
17 0. 0
A&4 a
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 67-87
Onslow 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. 1RRI, IRR2, DRY1, DRY2, DRY3, SLUR1, SLUR2,
SLDI, 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,
,Z, W
Kerr T. Stevens, Director
Division of Water Quality
cc: Wilmington Regional Office
Onslow County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

Plan Amendment to Include S&WCC Chronic Rainfall Practices and Standards through March 31, 2000
l . If this facility can comply with its existing permit and CAWMP it must do so.
2.. Temporary Addition of New Sprayfieids (*) (Check appropriate boxes.)
[l A. acres of cropland. List crop types used:
(] B. acres of hardwood woodland @ 100 lbs PAN / acre added.
[] C. acres of pine woodland added @ 60 lbs PAN / acre added.
3. Summer Perennial Grass (Check appropriate box.)
l;A. Application window extended for 40 acres of perennial grass until first killing frost.
[] B. An additional 50 lbs of PAN applied to acres of perennial grass prior to killing frost.
4. PAN Application Increased for Small Grains & Winter Grasses to be harvested. (Check appropriate box.)
, A. PAN application increased up to 200 lbs per acre for acres of small grains or winter grasses to be harvested.
[] B. PAN iipplication increased Up.to.l50ahs_per.acre for _acres of overseeded summer perennial included in 3. B.
5. Waste Analysis (Check appropriate box.) ,
] A. Prior to December 1", 1999 the calculation of PAN will be based on a 35% reduction of the last analysis taken
prior to the first 25 year 24 hour'storrri event. (Current waste analysis must be used after Dec.l" .)'
B. Use current waste analysis to determine PAN.
6.; Required - Maximum Nitrogen Utilization Measures for Small Grains and Winter Grasses_
A.. .Use of higher seeding rates,
B. Timely harvest of forage to increase yield, and.
C. ' Irrigatingldunng periods of warmer weather.'
7.... Required - Irrigation Management Techniques to Reduce Runoff and Ponding Potential..
A.... . Making frequent, light irrigation applications, and .
B. Not irrigating immediately before predicted rainfall.
8. ' The owner / manager is'required to manage the movement of animals to and from the facility to minimize environmental
impacts, ensure compliance with the facility's permit and amended CAWMP, and avoid discharge to surface waters.
9. 'Authorization to use the additional practices included in this amendment expires if a facility discharges to surface waters.
Any discharge is a violation and may result in an enforcement action.
10. The owner I operator is required to keep records of all waste applications.
11. This revision must include a map o�ket�ew:]�nd apPlicatipn areas._
Facility Number - _ %C ? ll �
Facility Name
Facility / Manager Name (PRINT)"
T hnical Specialist Name (PRINT)
AFaciiity Derr I Manager Signature , Te nic pecialist Signature
Date !— 4 1 Date 2`+ NDV 191
This document must be filed at the SWCD office and be attached to the facilities CAWMP
and be available for inspection at the facility.
(*) New temporary sprayfields must meet applicable buffer and setback requirements.. Waste must not be applied to wetlands.
11/12/1999

' T
State of North Carolina 1-�,E,CETVED
Department of Environment
and Natural Resources JUL 0 2 1998- •
Division of Water Quality i
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RmsouRCES
June 26, 1998
Jody Cavanaugh
J&C Farms
PO Box 397
Richlands NC 28574
Subject: Reissuance of Certificate of Coverage
No.AWS670087
J&C Farms
Swine Waste Collection, Treatment, Storage and
Application System
Onslow County
Dear Jody Cavanaugh:
The Division of Water Quality modified the Swine Waste Operation General Permit originally issued to
this facility on December 15, 1997. In accordance with the issuance of the revised General Permit, we
are forwarding this Certificate of Coverage (COC) to Jody Cavanaugh, 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 J&C Farms, located in Onslow County, with an
animal capacity of no greater than 5280 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 AWS670087 dated December 15, 1997. The COC shall hereby incorporate by reference any
specific conditions of the previous COC issued to this facility. The purpose of this COC is to allow
coverage under the revised General Permit. Please review the revised General Permit (enclosed) and pay
particular attention to Condition II.10 regarding tree removal from lagoon embankments, Condition Ill.I
regarding inspection frequency of the waste treatment, storage and collection system and Condition 1II.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 AWS670087
J&C Farms
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 D WQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. If you need additional information concerning this
COC or the General Permit, please contact Mike Lewandowski at [phone] ext. 362.
Sincerely,
for A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Onslow County Health Department
Wilmington Regional Office, Water Quality Section
Onslow County Soil and Water Conservation District
Permit File

NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
May 15, 1998
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Jody Cavanaugh
J&C Farms
PO Box 397
Richlands NC 28574
SUBJECT: Designation of Operator in Charge
J&C Farms
Facility ID # 67-87
Onslow County
Dear Mr. Cavanaugh:
You were previously notified by letter, that you were required to designate a certified animal waste
management system operator as Operator in Charge for the subject facility. Enclosed with that letter
was an Operator in Charge Designation Form specifically for your facility. Our records indicate that
this completed form has not yet been returned to our office.
A training and certification program is available for animal waste management system operators. -For
information on the training programs please contact your local Cooperative Extension Agent.
Operator certifications are issued by the Water Pollution Control System Operators Certification
Commission (WPCSOCC). -For information on the certification process, or a list of certified •.
operators in your area please contact the Technical Assistance and Certification Unit 'at
[phone].
For your convenience, we are sending you an additional copy of the Operator in Charge Designation
Form specifically for your facility. Please return' this completed form to this office as soon as
possible but in no case later than June 14, 1998.
Please note that failure to designate an Operator in Charge of your animal waste management system,
is a violation of N.C.G.S. 90A-47.2 and you may be assessed a civil penalty unless an appropriately
certified operator is designated. Please be advised that nothing in this letter should be taken as
absolving you of the responsibility and liability for any past or future violations for your failure to
designate an appropriate Operator in Charge.
If you have questions concerning this matter, please contact Sonya Avant of the Division of Water
Quality at [phone] ext 571.
Sincerely,
Dennis R. Ramsey, P.E.
Assistant Section Chief
Division of Water Quality
cd/NOV letter
Enclosure
-cc: Wilmington Regional Office
Water Quality Files ;
• P.O. BOX 295321, RALEIGH, NORTH CAROLINA 27826.0535
PNONC 919.733-8083 FAX [phone]
AN EQUAL OPPORTUNITY /APPIRMATIVE ACTION EMPLOYER- 50% RECYCLED/10% POST -CONSUMER PAPER

P
State of North Carolina
Department of Environment, Health and Natural Reso
Division of Water Quality
Non -Discharge Permit Application Form / Survey
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
JAN 0 2 1998
General Permit - Liquid Animal Waste 0per#ff4ff5=====
The following questions have been completed utilizing information on file with the
Division. Please review the information for completeness and makepq corrections
which are appropriate. If a question has not been completed by W, [ eiplease
complete as best as possible. Do not leave any question uqs riON
31997
Application Date: — 4 ~ l y ! Nth-b�s�h�rne Pertnittin '
tT
I. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item.
Applicants Initials
1. One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations; IJ
2. Two copies of a general location map indicating the location of the animal waste facilities and ,?
field locations where animal waste is disposed;
3. Two copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, one must be completed prior to submittal of a general permit application
for animal waste operations.
II. GENERAL INFORMATION:
1. Farm's name: J&C Farms
2. Print Land Owner's name: Jody Cavanaugh
3. Land Owner's Mailing address: PO Box 397
City: Richlands NC Zip:
Telephone Number; 910-3244256
4. County where farm is located: Onslow
5. Farm Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a copy
of a county road map with the location of the farm identified): La e. w c25 2
6. Print Farm Manager's name (if different from Land Owner):
7. Lessee's I Integrator's name (if applicable; please circle which type is listed): Goldsboro Hog Farms
67 - 87
FORM: AWO-G-E 2/26/97
Page 1 of 3

i
III. OPERATION INFORMATION:
1. Farm No.: -6-7-BI
2. Operation Description: Swine ope1ration
Feeder to Finish
5280 - Certified Design Capacity
Is the above information correct? KI yes; Q no. If no, correct below using the design capacity of the facility
Type of Swing No. of Animals Tyne of Poultry No. of Animals Tyne of Cilttle No. of Animals
0 Wean to Feeder
0 Feeder to Finish
0 Farrow to Wean (# sow)
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm:
0 Layer 0 Dairy
0 Non -Layer 0 Beef
0 Turkey
of Animals:
3. Acreage cleared and available for application: 69.2 ; Required Acreage (as listed in the CAWMP): a5.9
4. Number of Lagoons: I ;Total Capacity: _1617325 Cubic Feet (ft3)
Number of Storage Ponds: ; Total Capacity:
5. Is animal waste being applied on any field which has subsurface drains?
6. Are subsurface drains present in the vicinity of or under the lagoon?
IV. APPLICANT'S CERTIFICATION:
Cubic Feet (ft3)
YES or (please circle one)
YES or NO (please circle one)
(Land Owner's name listed in question 11.2), attest that
this appli a ion for a ✓K -5 (Farm name listed in question I1.1)
has been reviewed by a and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned to me as incomplete.
Signature
Date / —/ � J
V . MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question II.6), attest that this
application for (Farm name listed in question II.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application package
will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
PERMITS AND ENGINEERING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FORM: AWO-G-E 2/26/97 Page 2 of 3

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form 1 Survey
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
DIVISION OF WATER QUALITY REGIONAL OFFICES (2/97)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
(704).251-6208
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood'
Transylvania
Henderson
Yancey.
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]I6
Beaufort Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh, NC 27609
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Regional WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln
Brunswick New Hanover
Bladen
Richmond
Cabanvs
Mecklenburg
Carteret Onslow
Cumberland
Robeson
Catawba
Rowan
Columbus Pender
Harnett
Sampson
Cleveland
Stanly
Duplin
Hoke
Scotland
Gaston
Union
Montgomery
Iredell
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-G-E 2/97 Page 3 of 3

EQCA'yE
UTILIZATION PLAN
WATER tI
s7WASTE ION
i
SEP 2 3 1997
Goldsboro Hog Farms, Inc.
Monday, December 02, 1996
Non-Discharne PermlEtinn
Producer: Jody Cavanaugh
Farm Name: J & C Farms
P.O. Box 397
Richlands,NC 28574
Telephone # : [phone]
Type of Operation : Feeder to Finish Swine _
Number of Animals: 5280 hogs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient contents of the waste. Do not apply more nitrogen than the crop
can utilize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and avaialable water holding capacities. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special pre -cautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed under
DEM regulations. Wind conditions should also be considered to avoid drift and downwind
odor problems. To maximize the value of the nutrients for crop production and to reduce the
potential for pollution, the waste should be applied to a growing crop or applied to bare
ground not more than 30 days prior to planting. Injecting the waste or disking will conserve
nutrients and reduce odor problems. This plan is based on waste application through
irrigation for this is the manner in which you have chosen to apply your waste. If you choose
to inject the waste in the future, you need to revise this plan. Nutrient levels for injecting
waste and irrigating waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission,
Pacie 1 of 9

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
6280 hogs X 1.9 tons waste/hogs/year = 10032 tons
AMOUNT OF PLANT AVAILABLE 'NITROGEN (PAN) PRODUCED PER YEAR
5280 hogs X 2.3 lbs PANlhogslyear =12144 PAN/year
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LSS AW COMM ACRES LBS AW APPLIC.
DETERMINING PHASE CODE WACRE WACRE USED TIME
189
1
NORFOLK 0-2% .
BH
6.1
305
0
5.4
1647
MAR-OCT
189
2
NORFOLK 2-6%
BH
6.1
305
0
10.5
3202.5
MAR-OCT
189
4
GOLDSBORO 0-2%
BH
6.5
325
0
20
6500
MAR-OCT
189
4
GOLDSBORO 0.2%
SG
1
50
0
20
1000
SEP-MAY
TOTALS: 9 2349.5
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
M - -. -, n --r n

TABLE 2 ; ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
• Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial -
nitrogen (COMM N) supplied.
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNITS LBS N/UNIT
BH HYBRID BURMUDAGRASS-HAY TONS 50
SG SMALL GRAIN OVERSEEDED AC 50
Pane'A of 9

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 35.9 12,350
TOTALS: 1 35.9 12,350
AMOUNT OF PRODUCED: 12,144
•~ BALANCE -206
*** This number must be less than or equal to 0 in order to fully utilize the animal
waste N produced.
Acres show in each of the preceeding tables 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.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 1953.6 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting. the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
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.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume
of waste being stored in your structure be within 1.8 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE (in/hr) AMT (inches)
189
2
NORFOLK 2-6%
BH
0.50
1
189
1
NOR FOLK 0-2%
BH
0.50
'1
189
-4
GOLDSBORO 0-2%
SG
0.50
'1
189
4
GOLDSBORO 0-2%
BH
0.50
'1
* 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 the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.

t" PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited. Illegal discharges are
subject to assessment of civil penalties of $10,000 per day by the Division of Water Quality
for every day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a
copy of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions, and
level of management, unless there are regulations that restrict the rate of application for
other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS)
or an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate filter strips will be used where runoff
leaves the field. These filter strips will be in addition to "Buffers" required by DEM. (See
FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application does not occur during a
season prone to flooding. (See "Weather and Climate in North Carolina" in the MRCS
Technical Reference - Environment file 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 conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
_ not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
11 Anv npw Swine facility citari nn nr after nrtnhpr 1 1gA5 shall rmmnly with the frAnwinn-
Dana R of CI

the outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste
other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells
13. Animal Waste shalt not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
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 croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or
drift from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and 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. Lagoon
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 as a preemergence with no other 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
t the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be
n_.._ -7 _c n

adjusted for optimum crop production amd maintained. Soil and waste analysis records
` shall be kept for five (5) years. Poultry dry waste application records shall be maintained for
three (3) years. Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
n--- 0 -a C

NAME OF FARM: J & C Farms
OWNER/ MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment andlor storage system or construction of new facilities will require a new
utilization plan and a new certification to be submitted to DEM before the new animals are
stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation
equipment, to land apply the animal waste desdribed in this waste utilization plan. This
equipment must be available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1-day storm event. I also certify that the waste will be
applied on the land according to this plan at the appropriate times and at rates that no
runoff occurs.
NAME OF FACILITY OWNER: -Jody Cavanaugh
SIGNATURE: 4/y DATE: /"✓IuM d/- 9%
NAME OF MANAGER (if different from owner):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: George H. Pettus
AFFILIATION: Goldsboro Hog Farms, Inc.
ADDRESS (AGENCY): PO Box 10009
Goldsboro, NC 27532
[phone]
SIGNATURE: 4f 4 DATE: 7

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
Existing or ( New 1 or
circle one
Name of Farm: s46 r*Fzms Facility No: --
Owner(s) Name: Svw cAVA'NAuej-j Phone No:4l10-324 - `fx56
Mailing Address: 1' D. 50X 3Gt7 R t614cA-NVS NG 28574
Fartn Location: County Farm is located in: cjntscaw
Latitude and Longitude: 3q ° 56' 25"
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.):
Qperation Deac'i 14 ion; -
Type of Sivine No. of Animals
_I Wean to Feeder
A Feeder to Finish 5280
:1 Farrow to Wean
J Farrow to Feeder
• Farrow to Finish
Type of Poultry No. of Animals
Cl Layer
0 Pullets
Other Type of LNestock:
Type of Cattle No. of Animals
O Dairy
U Beef
Number of Animals:
Expanding Oprralion Only
PreviousDesigh Capacity: Additional Design Capacity:
Total Design Capacin•: r
Acreage Available for Application: 61f• 2 Required Acreage: 35.of
Number of Lagoons / Storage Ponds : t Total Capacity: t, G 17 325 _ Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (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 either 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 any 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 DELI or a new certification (if the approved plan is changed) within 60 days of a title transfer.
Name of Land Owner 6,7 ToDV UwANAVC- O
'— Signature:
Date:
Dame of Alanager(if different from owner):
Signature: Date:
AWC -- lanuary 1. 1997 1

D). A,nplicatipn and Handling Equipment
Check the appropriate bog
❑ I✓xistin., or expanding facility with existing waste application gaud moment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plant: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
2"" New, expanded, or existing facility without existing waste applicatign-equipmeDJ_ for spray
irrigation. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
❑ New, expanded, or existing facility without existi
spreading not using spray irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulist4ftutrient loading rates; a schedule for tinting of
1',
applications has been established; required buffers LX t1ke4; calibration and adjustment guidance are
contained as part of the plan). P'C ••••..•,•o�,
� Z .•r,F� Oa.._ s
Name of Technical Specialist (Please Print): t� _A iL
Affiliation: to _ C{.T s ., 12273 1 ,
Address(Agency): t? o. Gff, i je R
--,lox
Signature: Z_ ., s44'..�`� Date: z
E} Odor Control, Insect Control 4 rtalit Iana a ent �nd men en c ' n Plan (SD,
SI, NNW, RC or I)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects
have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
A40
rWity Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): C-L-- 0'wW peso S
Affiliation:
Address(Agency): Phone No.:
Signature: Date: 22. =�'f R7
F) Written Notice of 'e,,%- oXExpandingbwine Farm
The follo%%ing signature blo nly to be used for new or expanding smine farms that begin construction after June
21, 1996. If the facility was built before June 21, 1996, when «'as it constructed or last expanded
I (%ve) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road, street. or highway from this new or expanding swine farm. The notice was in
compliance with the requirements of NCGS 106-805. A copy of the notice and a list.of the property owners notified is
attached.
Name of Land Owner :
Signature:
�Uv9`4 CA-V"A-U& H '
Name of Mana'Ker(if different froth o%vner):
Date: 07— a — 97
Signature Date:
A11'C -- January 1, 3997 3

C) Runoff Controls fr9m Exterior Lots (RC)
Facility with exte>1or lots
Methods to minitnize the run off of pollutants from lounging and heavy use areas have been installed as specified
in the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address (Aaency): Phone No.:
Signature: Date:
D) AppIication, and Handling Eouinmentt_Installation ("PUP or 1)
Check the appropriate block
❑ Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration
and adjustment materials have been provided to the owners and are contained as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract; equipment specified in the
contract agrees with the requirements of the plan; required buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
GY' Conditional approval: Animal waste application and handling equipment specified in the plan has been
purchased and will be on site and installed by 113 119 S (month/day/year): there is adequate storage to
hold the waste until the equipment is installed and uz;�i�NIT waste can be Iand applied in accordance with the
cropping system contained in the plan. and ca ilo� r Vdipstment guidance have been provided to the
owners and are contained as part of the plan. �.�'C ,..,.�(��'%
Name of Technical Specialist (Please Print):E�,s
Affiliation: M. Mas.A Ate..._ c_= za 'gEAL r __
Address(Agency):
Signature:
Air` %%
Phone No.: 21d-Z96-iyi a
Date: -713! 191
The following signature block is only to be used wlif+fh'h-hatx`�'or conditional approval in III D
above has been checked.
I (%ve) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I.
(we) realize that failure to submit this verification is a violation of the waste management plan and will subject me
(us) to an enforcement action from DEM.
Name of Land Owner:
Signature: // /
Name of Alan ger(if different
:3Op`I CAt/"AV&;J
owner):
Date:?-9�
Signature: . .. _ _ Date:
E) -Odor Control. Insect Control and Mortality Management (SD .i _«'UP. RC or I)
Nlethods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print):' bet RCS H • E•rrus
Affiliation:
Address(Agency): __,. Phone No.:
Signature: Date: 31 :3uLia7
A«'C -- Jnnunr�• 1. 1997 5

Swine Farm Waste Management Odor Control Checklist
Source Cause RMPs to Minimize Odor Site Specific Practices
Farmstead Swine production JR - Vegetative or wooded buffers;
0 Recommended best management practices;
® Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals A Dry floors
Floor surfaces • We manure -covered floors ® Slotted floors;
�! Waterers located over slotted floors;
❑ Feeders at high end of solid floors;
❑ Scrape manure buildup from floors;
❑ Underfloor ventilation for drying
Manure collection pits • Urine; ❑ Frequent manure removal by flush, pit recharge,
Partial microbial decomposition or scrape;
❑ Underfloor ventilation
Ventilation exhaust fans • Volatile gases; ® Fan maintenance;
Dust 9 Efficient air movement
Indoor surfaces • Dust A Washdown between groups of animals;
® Feed additives;
❑ Feeder covers;
0 Feed delivery downspout extenders to feeder
owners
Flush tanks Agitation of recycled lagoon ❑ Flush tank covers;
Iiquid while tanks are filling ❑ Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys Agitation during wastewater ❑ Underfloor flush -with underfloor ventilation
conveyance
Pit recharge points Agitation of recycled lagoon Extend recharge lines to near bottom of pits
liquid while pits are filling with anti -siphon vents
Lift stations • Agitation during sump tank ❑ Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater ❑ Box covers
or junct ion boxes conveyance

Source Cause BMPs to Minimize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater N Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; 0 Proper lagoon liquid capacity;
• BiologicaI mixing; 9 Correct lagoon startup procedures;
• Agitation a Minimum surface area -to -volume ratio;
IM Minimum agitation when.pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler • High pressure agitation; C4 Irrigate on dry days with little or no wind;
nozzles . Wind drift 9 Minimum recommended operating pressure;
® Pump intake near lagoon liquid surface;
❑ Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition; © Bottom or midlevel loading;
surface •. Mixing while filling; Cl Tank covers;
Agitation when emptying ❑ Basin surface mats of solids;
❑ Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; ❑ Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
• Agitation when emptying ❑ Remove settled solids regularly
Manure, slurry or sludge • Agitation when spreading; ❑ Soil injection of slurry/sludges;
spreader outlets . Volatile gas emissions ❑ Wash residual manure from spreader alter use;
❑ Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while 0 Soil injection of slurry/studges
slurry or sludge on field drying ❑ Soil incorporation within 48 hrs.;
surfaces
❑ Spread in thin uniform layers for rapid drying;
❑ Proven biological additives or oxidants
Dead animals • Carcass decomposition CK Proper disposition of carcasses
Dead animal disposal • Carcass decomposition ❑ Complete covering of carcasses in burial pits;
pits ❑ Proper location/construction or disposal pits
Incinerators 0 Incomplete combustion 0 Secondary stack burners

Source Cause BMPs to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; C5 Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads Farm access road maintenance
public roads from farm
access
Additional information :
Available From
Swine Manure Management ; 0200 Rule/BMP Packet
NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
NCSU - SAE
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
NCSU - BAE
Calibration of Manure and Wastewater Application Equipment ; EBAE Fact Sheet
NCSU - BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies ; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
i e nnr n.,,,,. 0

Insect Control Checklist for Animal Operations .
Source Cause WIN to Control Insects Site Specific Practices
Flush Gutters • Accumulation of solids ❑ Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
❑ Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids H Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 301/6 of surface.
Excessive Vegetative • Decaying vegetation 1W Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along walces edge on impoundment's perimeter.
Dry Systems
Feeders • - Feed Spillage ❑ Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
9 Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer, 15-30 day interval
during winter).
Feed Storage • Accumulations of feed residues ❑ Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
CI Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
- r 0.,.,.. t

Source Cause _
Animal Holding Areas Accumulations of animal wastes p
and feed wastage
13
Dry Manure Handling Accumulations of animal wastes ❑
Systems
13
CI
BMPs to Control Insects. Site Specific Practices
Eliminate low area that trap moisture along
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Remove spillage on a routine basis (e.g., 7 - 10
day interval during summer, 15-30 day interval
during winter) wherb manure is loaded for land
application or disposal.
Provide for adequate drainage around manure
stockpiles.
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, Notch Carolina State University,
Raleigh, NC, 27695-7613.
. ... .......t..... t 1 1 Rnr, plr"- 1

Mortality Management Methods
(check which method(s) are being implemented)
` ❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
Rendering at a rendering plant licensed under G.S. 106-168.7
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
® Any method which in the professional opinion of the State Veterinarian would
make possible :the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 19, 1996

---Ww
" ;7-
V *-CA'
tf
N

SWINE FARM
,DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
FOR
J & C Farms
Jody Cavenaugh
5280 Feeder to Finish
December 31, 1996
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
NRCS, DEM, and all other State and Local Regulations
to the best of my ]rnow]edge•.atid'b)eiief.
C'A °-
I
M. Floyd Adams . = , s�� �> Date
License No. 12273
L`'

SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
J&CFarms
Jody Cavenaugh
5280 Feeder to Finish
TABLE OF CONTENTS
ITEM
Lagoon Design Check List
Emergency Action Plan
Design Summary
Lagoon Design
Soillnve '
Hazard Classification Data Sheet for Dams
Operation and Maintenance Plan
Construction Specifications for Lagoons
Seeding Specifications
Plan for Lagoon
Typical Cross -Section of Lagoon
Emergency Spillways
Volume Calculations
Waste Utilization Plan
Waste Management Facility Site Evaluation
Maps
A. Vicinity Map .
B. Topo Map
C. Soils Map
D. Flood Plain Map
E. ASCS Map
F. Residential Set -Back
G. Wetland Determination
I
0
I

1 CHECKED BY: rLaYQ NoiN4t:5, ? t .
DATE: i7 f- I f 9 e,
LAGOON DESIGN CHECK LIST
1. Copy of 026 and maps if clearing involved.
2. Dam safety -
a. Dike over 15 feet to down stream slope and over 10 acre feet storage to top of
dike.
3. Adequacy of storage volumes -
a. designed volume exceeds needs
✓
b. all temporary storage stored above seasonal high watertable
C. include sludge storage
d. minimum 6 feet treatment volume depth
®
4. Operation & Maintenance Plan (sheet) -
a. begin and end pump -out elevations
5. Location sketch -
,/
a. distances to nearest residence
✓
b. road numbers
'
6. Hazard Classification Sheet (NC-ENG-34) -
r— ✓
a. distance to nearest stream in event of dike failure
b. distance to nearest public road in event of failure
✓
c. topo map showing lagoon location and information to support a&b
7. Waste Utilization PIan
_
a. show all tracts & field numbers, field acreage, crops
b. signatures of producer & person preparing plan
C. agreement sheet signed by adjoining landowner if needed - showing tract
numbers, field numbers, acres, etc.
d. ASCS maps of fields to be used for effluent disposal
_
e. soil survey sheets showing all fields
f. check suitability of soils for crops planned
g. include attachment "B" on sampling procedure
8. o:l-I esttgation Sheet (SCS-ENG-538)
a. minimum of three borings on Class IV & V lagoons
b. borings 2.0' below designed bottom of lagoon
/
C. location &elevation of borings in relation to grid survey
d. seasonal high watertabI
9. Seeding specifications included (lagoon dike and other exposed areas around buildings)
0

10.
Construction Specifications (sheet included)
a. need for cut-off trench addressed
,i
b. need for sealing or lining with impervious material addressed and anticipated
locations of such area identified
✓
C. protection of liner during initial filling and near flush pipes addressed
11.
Grid Sheet (original or ledgable copy)
a. gridded area large enough to include embankment slopes and surface water
diversions
✓
b. location & dimensions of Iagoon & buildings shown (lagoon inside top
measurements shown and lagoon corners identified by grid stations)
C. surface water removal (pipes, outlets, etc) shown
_✓
d. soil borings location show
e. TBM location & elevation shown
A-L
f. existing utilities located (if applicable)
12.
Typical cross-section included
a. dike elevation & top width shown
✓
b. lagoon bottom elevation shown
C. side slopes shown
v
d. effluent outlet pipe invert elevation shown
e. building pads - elevation & grade shown
f. cut-off trench shown - if required
g. liner shown - if required
13.
Volume Computations
✓
a. excavation
✓
b. dike fill
�L
C. pad fill
14.
- Summary Sheet
a. design requirements
_✓
b. excavation volume
I
C. fill volumes
d. cut -fill ratio '
✓
e. job class
Ae
15.
Location of subsurface drainage (if present)
.NIL
16.
Presence of utilities addressed
17.
Observation of cultural. resources statement included
✓
18.
Operation is outside of jurisdictional limits of municipalities
P4

a
DESIGN SUMMARY
I
OPERATOR: -Tovj (A VA NAyo4 - ETA G FA9-M5
COUNTY: 0t41 'Law
ITYPE OPERATION: 5Z$v �01=�Nr5H
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that
you, your contractor, and the Design Engineer or Technical Specialist do
a.construction check on the waste lagoon immediately upon completion, in
order to have your operation certified. This is a MUST before the farm
can be populated with animals.
The pad dimensions and grades are best estimates. The BUILDER or
CONTRACTOR is responsible for final layout of the pads. The Design
Engineer andlor the Technical Specialist will assist in a limited
capacity, as its major concern is the proper design and construction of
the waste treatment lagoon.
The actual amount of material required for pads and dam may vary from
the estimates. This design attempts to balance cuts and. fills as close
as possible. If additional material is required, the Contractor and
Owner will negotiate on the price and location of the borrow area.
BEST ESTIMATES: Total Required Volume (cu. ft.) : t,5-13,63q FrI
Actual Design Volume (cu. ft.) : t,bt7, 325 FrZ
Excavation ( cu. yds .) : _ f
Clay Liner excavation (cu:yds.):
Total Excavation (cu.yds.):
Pad and Dike Fill (cu.yds.) 57,266Y173
Clay Liner fill (cu.yds.):
Total fill (cu.yds.):
Cut/Fill Ratio: 1.39 4
Job Class: Date: 30 DUC-a6
Prepared by: GopRo ++od Fps
Prepared by:
IT

LAGOON DESIGN
r =rator:Jody Cavanaugh
County: Onslow
Date: 12/30/96
tas the site evaluation been completed & approved: Yes
+ AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x 1417
lbs. -
0
lbs
0 sows (farrow to feeder)
x 522
lbs. -
0
lbs
5280 head (finishing only)
x 135
lbs. =
712800
lbs
0 sows (farrow to wean)
x 433
lbs.
0
lbs
0 head (wean to feeder)
x 30
_
lbs.
0
lbs
Describe other
0
lbs
Total Average Live Weight =
712800
lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 712800 cubic
ft (includes
0 cu. ft.
add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 179520.0 cubic
feet
r
TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
Inside top width (feet) ----------------------
Top of dike elevation (feet) -----------------
Bottom of lagoon elevation.(feet)------------
Freeboard (feet) ----------------------------
Emergency spillway depth of flow(feet)-------
Side slopes (inside lagoon) --=---------
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDEI SS/SIDE2 LENGTH
3.0 3.0 3.0 3.0 671.0
AREA -OF TOP
LENGTH * WIDTH =
671.0 241.0
AREA OF BOTTOM
LENGTH * WIDTH =
596.0 166.0
680.0
250.0
55.00
41.00
1.00
0.50
3.0 : 1
WIDTH DEPTH
241.0 12.50
161711 (AREA OF TOP)
98936 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
633.5 203.5 515669 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/6
161711 515669 98936 2.0E
Total Designed Volume Available = 1617325 CU. FT.
G

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width ) f Surface area of connecting waste facility
680.0 250.0 0.0
170000.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 170000.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 712800 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1302048 gals. or 174070.6 cubic feet
. Volume of excess water
Volume = 4778.8 gallons/day *
Volume = 114998.5 cubic feet
180 days storage/7.48 gallons
per CF
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation - 9.1 inches
180 days rainfall = 22.2 inches
Volume = 22.2 in * DA / 12 in. per ft. = 314358 cubic feet runoff
Volume = 9.1 in * lagoon DA/12 in./ft = 128775 cubic feet evap.
Volume = 185583 cubic feet

r
5D.
volume of 25 year 24 hour storm
volume of "Heavy Rain" 8.0 in.
volume = 16.0 inches / 12
volume = 226667 cubic feet
5E. Additional volume as follows:
8.0 in.
inches per foot * DA
TOTAL REQUIRED TEMPORARY STORAGE
5A.
174071
cubic
feet
5B.
114998
cubic
feet
5C.
185583
cubic
feet
5D.
226667
cubic
feet
5E.
0
cubic
feet
TOTAL
701319
cubic
feet
6. SUMMARY
Temporary storage period=====_______________>
180
days
Rainfall during wettest period of storage===>
22.2
inches
Evaporation during storage period=====__=___>
9.1
inches
25 year - 24 hour rainfall===---__===______>
8.0
inches
Heavy rain_____________===_=_________==_____>
8.0
inches
Freeboard======_________=====_=______=======>
1.00
feet
Side slopes=====___ -------- ---------------- _>
3.0
. 1
Inside top length___________________________>
680.0
feet
Inside top width======______________________>
250.0
feet
Emergency spillway elevation(if planned)====>
53.50
feet
Top of dike elevation======_=_____________=_>
55.00
feet
Bottom of lagoon elevation=====______===____>
41.00
feet
Top of sludge elevation________________ _===>
42.75
feet
Total required volume=______________________>
1593639
cu. £t.
Actual design volume________________________>
1617325
cu. ft.
Seasonal high watertable elevation (SHWT)===>
48.50
feet
Stop pumping
48.70
feet
Must be > or = to the SHWT elev.====______>
48.50
feet
Must be > or = to min. req. treatment el.=>
47.00
feet
Min. Required treatment volume______________>
712800
cu. ft.
Volume at stop pumping elevation======_=====>
722619
cu. ft.
Start pumping
52.00
feet
Must be at bottom of F.B. & .25 yr. rainfall
& heavy
rain
Act. Vol. less 25 yr. and heavy rainfall====>
1390658
cu. ft.
.Volume at start pumping elevation=====__=__=>
1380874
cu. ft.
Required volume to be pumped________________>
474652
cu. ft.
Actual volume planned to be pumped=====_____>
478051
cu. ft.
Min. thickness of soil liner when required==>
1.9
feet
7. BY: BY: � 4v�
DATE : 1111i
� DATE: 2 (3 t (96
*
*
a
O

i"
i
r
r
r
SCS-ENG-538 U. S. DEPARTMENT OF AGRICULTURE
Rev. 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
r
WATERSHED AREA MEASUREMENTS
CROPLAND -ACRES
WOODLANDOTAL-A•. r .• . •
SKETCH OF •••. r •• r SHOWING WHERE BORINGS WERE MADE .Prox. is
Locate reference point *)n center line of dam and ldentit&t on sketcA.
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BORINGS
Iz- 13
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0

tA TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Ilse nne of systems below)
UNIFIED CLASSIFICATION
USDA CLASSIFICATION
GW - Well graded gravels; gravel, sand mix
GP -poorly graded gravels
g - gravel
s - sand
GM - Silty gravels; gravel -sand -silt mix
GC -Clayey gravels; gravel -sand -clay mix
SW - Well graded sands; sand -gravel mix
vfs -very fine sand
sl-sandy loam
fsl -fine sandy _loam
SP -poorly graded sands
1- loam
Shl -Silty sand
gl - gravelly loam
SC -Clayey sands; sand -clay mixtures
si-silt
ML - Silts; silty, v. fine sands; sandy or clayey silt
sil - silt loam
CL-Clays of low to medium plasticity
CH - Inorganic clays of high plasticity
cl-clay loam
sicl-silty clay loam
MH -Elastic silts
scl -sandy clay loam
OL - Organic silts and silty clays, low plasticity
OH -Organic clays, medium to high plasticity
sic -silty clay
c-clay
1. Suitable material .or embankment is available F__Y�es, 0 No (lndicete where forieted on tht sketch an
rrurrse side)
REMARKS:
RN 'T.� �� �G q 4G'1 � c� CSC •r R� .
G
2. Explain hassrda requiring special attention in design (Seeyaoe, sprfnc,. rock etc)
GENERAL REMARKS:
1:
24125126127
28
29
30
31
32
33
34
35
36137
381139
40
41
42
43
44
45
46
47
48
49
50
51
ILL
—1
�'
19

HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner Jody Cavenaugh _ County Onslow
Estimated Depth of Water to Top of Dam +S Ft, Length of Flood Pool 1000 Ft.
Date of Field Hazard Investigation 8/28/96
Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden
dam failure.
Est. Elev,
Est. Elev.
Kind of Improvements;
of Breach
Reach
Length
Width
Slope Land Use
Improvements Above
Floodwater Above
Flood Plain
FIood Plain
Ft.
Ft.
% Wooded
None f W
NIA
1
1000
200
< 1 %
Farm
2
3
Describe potential for loss of life and damage to existing or probable future downstream improvements
for a sudden breach. A sudden failure of the structure will not endanger life nor cause significant
damage to buildings, agricultural land, or public roadways. The structure is approximately 100 feet from
Hazard Classification of Dam (A, B, C) (see NEM-Part 520.21) A
NRCS Dam Classification (I, II, III, IV, V) V
By 17 Date 12/31/96
M. Floyd Adan4P.E.
1\

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage_ The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations,* and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. The volume of waste generated from a given number
of animals will be fairly constant throughout the year and from year to
year, but excess rainfall will vary from year to year. The heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage-- pump --out of the, lagoon when fluid level
reaches the elevation 52.00 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 48.7(Ye. This temporary
storage less 25 yr and heavy rain contains 478051 cubic feet or
3575825 gallons.
P --

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
r_ plan. Refer to the waste utilization plan for further details.
' 5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. Repair areas of the embankment that settle below the design settled
height or areas where cracking, sloughing, or "jug" holes develop.
8. Repair waste inlet pipes that develop cracks or separate at the
joints.
9. Remove undesirable. vegetative growth and floating or lodged debris.
10. All surface runoff is to be diverted from the lagoon to stable
outlets when not included as part of the design temporary storage.
11. After five years the waste treatment lagoon shall be checked for
sludge accumulation annually. If sludge has encroached into the
treatment volume, the sludge will be removed and applied at agronomic
rates based on analysis of the sludge. Treatment volume must have
a minimum of 4 feet of depth free of sludge at all times.
12. In December 1992, the Environmental Management Commission (EMC)
in North Carolina revised water quality regulations that address
animal operations. These rules became effective on February 1,
1993 (15A NCAC 2H .0200). This animal operation shall be operated
within the requirements of these rules and regulations.
13. Pipes that are used for recycling effluent to use as flush water
and irrigation intakes must be placed 18 inches below the surface and
as far from the inlet discharge pipes as possible in order to provide
a cleaner effluent for flushing and to reduce odors when irrigating on
land. When these pipes are placed through the embankment, they should
be installed no more than two feet below top of embankment and not in
the highest section of fill. The pipe trench shall be compacted with
clayey material or other material as approved by an engineer.

SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees', Logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-------------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in'diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.9 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS 'INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over -
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a NRCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.
)y

SHEET 2 OF 3
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which -relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material unless otherwise specified. When smooth
or hard, the previous lift shall be scarified and moistened as needed
before placement of the next lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
i
VEGETATION:
Ail exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations

SHEET 3 OF 3
and the side slopes shall be 1:1 or flatter. When tile drains are
encountered, the tile shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a the line exists above the embankment it shall be
rerouted around the lagoon in an approved location. Backfilling
and compaction in the trench shall be in accordance with the EXCAVATION
AND EARTHFILL PLACEMENT requirements.
BOTTOM AND EDGES
---------------
The bottom of all lagoons shall be approximately level. The side
slopes shall be uniform from top to bottom. Scarify the bottom and
side slopes of the lagoon a minimum depth of six inches and compact
with a "sheepsfoot" or tamping roller to decrease the permeability
of the finished bottom and side slopes.
QUALITY ASSURANCE
-----------------
During construction of the earth embankment, a qualified inspector
as designated by the designer must be on site during construction
as necessary to verify proper construction. Testing will be required
as deemed necessary by the inspector and/or designer.
During construction of a clay liner, a qualified construction
inspector as designated by the designer must be on site during con-
struction as necessary to verify the liner is installed in accordance
with NRCS South National Technical Center (SNTC) Technical Note
716 (Revised September 1993). In the absence of supervision of
construction by a qualified inspector, the liner must be tested to
verify a maximum hydraulic conductivity of 0.000001.25 cm/sec.
When testing is required, the owner will be responsible for furnish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory.
It

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 3.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
28.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
35.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
140.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
7.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
350.0 BALES OF SMALL GRAIN STRAW (100 HALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

' r 11-17
l' increase the hydraulic. efficiency of the tube.. '-The-hood inlet `s illwa
p y
often can be constructed at less cost than the drop inlet type because
there is no expense for a riser. This type of spillway has one major
disadvantage in that it cannot be used as a drain or water supply pipe.
Pipe smaller than 6 inches in diameter should not be used because of
: the danger of becoming clogged. The crest elevation of the emergency
spillway should be located a distance above the invert or crest eleva-
tion of the hood inlet -spillway at least equal to the value of the
minimum head, h, required to provide full pipe flow, but in no case less
than 12 inches.
'See Chapter 6 of this manual for further design information and typi-
cal installations, and Chapter 17 for construction methods and materials.
See. Exhibt 11-4 for determining the capacity of principal spillways con-
sidering temporary storage.
5. EMERGENCY SPILLWAYS
- An emergency spillway is an earth or a vegetated channel, usually
---��� designed to discharge flow in excess of'the principal spillway design
discharge. Where watersheds are small and long duration flows are not a
problem, it may be feasible to handle the runoff safely with only a
vegetated spillway.
Emergency spillways, as discussed here, apply to both the vegetated
Y and nonvegetated spillways, the latter being used where climatic or soil
conditions make it impossible to grow or maintain a suitable grass
`. cover. Emergency spillways are usually excavated, but may exist as a
natural spillway such as natural draw, saddle or drainageway. In either
case the spillway must discharge the design peak flow at a non -erosive
velocity to a safe point of release. Ordinarily, emergency spillways,
whether vegetated or nonvegetated, should not be built on fill material.
LIMITATIONS
f
Emergency spillways have.certain limitations. They should be used
only where the soils and topography will permit safe discharge of the
peak flow at a point.well away from the dam and at a velocity which will
not cause appreciable erosion. Temporary flood storage provided in the
reservoir may be used to reduce the design flow or frequency, of use of
the spillway.
DESIGN SPILLWAY CAPACITY
Emergency spillways should have the minimum capacity to discharge the
peak flow expected from a design storm of the frequency and duration
shown in the following table less any reduction creditable to conduit
discharge and detention storage. The procedure for determining peak
flood flow is presented in Chapter 2 of this manual.
EFM Notice 9, 4/80
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Level Level Portion
Portion .. �.
' ! !!=
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ExiC Channe Exit .Channel
Wing Dike
Inleth,Ebankment Inlet Chann j bankment
Channel J: Neither the location nor (Note: Use care to
alignment of the level por- keep all machinery
has to coincide with the and traffic out of
er line of dam.) the spillway discharge
area to protect sod.)
Excavated Earth Spillway Optional with
sod or riprap
on wing dike
PLAN VIEW OF EARTH SPILLWAYS
Water Surface
Exit Channel
Se cannel L
Inlet
Level
Portion
PROFILE ALONG CENTERLINE
3
1�
b ---I
CROSS-SECTION OF LEVEL PORTION
Definition of terms:
Hp a Depth of water in reservoir above crest
L- - Length of level portion min 7.6 meter (25 ft.)
b - Bottom width of spillway
So - Slope for exit channel
Se - Slope of inlet channel
Figure 11-5: Profile and cross-section of excavated earth spillway
EFM Notice 9, 4/80
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Total VolumesW=--=-___-_--_-�-_
Grid cell size: 5.60 by 5.62
Original drawing scale: 100.00 ft/in
Project: _ J & C^Farms Drawing: Drawing 1
Number: GHF167
Location: Onslow Co.
Bid Date:
Engineer:
Owner: J. Cavanaugh
Estimator..
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 12/30/96 Time: 12:53:51
0
vinal surface: Proposed
rnitial surface: Existing
Tight Volumes
11;Ut 51796.23
Fill 37268.43
0.)ifference 14527.80
All volumes are in cubic yards.
r
9
Expansion
($) Expanded Volumes
0.00 51796.23
25.00 46585.54
Net Export 5210.69

Site Balance Report
Grid cell size: 5.60 by 5.62
Original drawing scale: 100.00 ft/in
Project: J & C Farms
Drawing: Drawing 1
Number: CHF167
Location: Onslow Co.
Bid Date:
Engineer:
Owner: J. Cavanaugh
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 12/30/96 Time: 12:54:37
7inal surface: Proposed
initial surface: Existing
-here are no "Proposed" structures.
Till shrank/swell percent: 25.00 Cut shrink/swell percent: 0.00
3alancing to 0.0 +/- 10.0 cubic yards
delta
Cut
Fill
Cut - Fill
0.000
51796.23
46585.54
5210.69
0.320
50033.04
50907.73
-874.69
0.274
50285.72
50285.98
-0.26
taise "Proposed" by 0.274 feet.

Orientation: -45.0
Z Magnification: 17.3
r ............ I ..............
........ ........
...........
60. OC6.11 .................
.4r, I - I , - -- , -
55.0
50.0
45.0e
40.00'...
............. 35.00,
Lower Left
3
30 Mesh Surface
Proposed
Project: 3 & C Farms
Drawing: Drawing I
Number: GHF167
Location: Onslow Co.
Bid Date;
Engineer:
Owner: J. Cavanaugh
Estimator:
11
..... ......
1�1��qr . .............
. ..........
..........
:"i R
Inclination: 20.0
3D Mesh Surface
P
Prepared by: GOLDSBORO HOG FARM using SITEWORK

A W. l
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Report: Plan View Cross-section Locations
Project: J b C Farms
Drawing: Drawing F
Surface: Proposed
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 12/30i96 Time: 12:38:35

MAPS
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53.0
51.0
49.0
47.0
45.0
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41.0
39.0
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Cross -Section Plots
Digitized Points
Horiz. scale: 90 Win Vert. scale: 4 Win
Project: J b C Farms
Drawing: Drawing 1
Number: ' GHF167
Location: Onslow Co.
Bid Date:
Engineer:
Owner: J. Cavanaugh
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 12i30/% Time: 12:42:26
A - A'

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58.7
56.7
54.7
52.7
50.7
48.7
46.7
44.7
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Cross -Section Plots
Digitized Points
Horiz. scale: 90 Win Vert. scale: 4 ft/in
Project: I b C Farms
Drawing: Drawing I
Number: GHF167
Location: Onslow Co.
Bid Date:
Engineer:
Owner: I. Cavanaugh
Estimator:
Prepared by: GOLDSBORO HOG FARM using STTEWORK
Date: 12/30/98 Time: 12:46:46
B -B'
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................... ...... ................ ......................... ..................... ...............,................. .........................................................
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!�—. United States Natural
(��Department of Resources
Agriculture Conservation
Service
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORINIATION
NAME mnpqC LOCATION
s ��kc iti�'SY� Qn�IT nw Ca__
TELEPHONE !bo - 324-4Zf(a SIZE OPERATION 5ZA4 Fa;l) _T6 l jyTSI�
NC-CPA-17
REV. 1, 2-96
LOCATION DATA --
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER tl , .yo_ Fr.
DISTANCE FROM NEAREST PUBLIC FACILITY (school, church, etc.) 7 Zt oo „Y FT.
IS SITE WITHIN 100-YEAR FLOOD PLAIN?
YES NO ./
If yes, MRCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE" PERENNIAL STREAM?
YES ✓ NO
If no, site must be relocated -
IS SITE WITHIN 1 MILE ZO IING JURISDICTION OF A NMMI CIPALITY?
YES NO
If yes, landowner should consult with local zoning board about required
permits. Permits must be obtained prior to design approval.
ARE UTILITIES .N CONSTRUCTION AREA?
YES NO
If yes, see Part 503 of the National Engineering Manual and follow policy.
(Copies of maps or other reference materials may be attached to site
evaluation.
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON -CROPLAND? YES ._Z NO
If yes, producer must complete Form NRCS-CPA-38 (Request for Certified
Wetland Determination/Delineation).
WILL ACTION RESULT IN SWAMPBUSTING? YES _ NO y/
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US AR,\tY CORP OF
ENGINEERS AND THE DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF PERMITS ARE REQUIRED.
IF WETLANDS ARE INVOLVED, THE PRODUCER SHOULD NOT CLEAR ANY LAND UNTIL A WETLAND DELINEATION
IS MADE.
NRCS will provide technical assistance in wetlands only under the following conditions. For natural wetland
inclusions less than one acre in size, MRCS will provide assistance only if the functions and values lost are fully
mitigated. For natural wetlands greater than one acre in size, MRCS will provide assistance only after a
rigorous sequencing process to include avoidance, minimization of impacts, and compensatory mitigation is
carried out in that order of preference.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER.:
• PREDOMINANT WIND DIRECTION? YES _ NO
• PRECHARGING LAGOON WITH FRESH WATER TO AT LEAST 1/2 YES NO
OF THE CAPACITY?
• USING GOOD SOUND JUDGMENT IN LAND APPLICATION YES NO
OF WASTE?
j i

NC-CPA-17
REV. 1, 2-96
Page 2
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT PRESENT7
YES _
NO v/,
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE PLANNING AREA OR
WILL PLANNED ACTIONS IMPACT ON AN ADJACENT NATURAL SCENIC AREA?
YES _
NO
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE PLANNED AREA?
YES T
NO �
ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMPORTANT FARMLANDS IN THE
YES _
NO
OPERATING UNIT?
WILL THE ACTION RESULT IN SODBUSTING7
YES
NO ✓
If the answer to any of the above is yes, NRCS will not provide technical
assistance unless agency oli is followed.
WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY ALL WASTE YES ✓ NO _
INCLUDING SLUDGE, ALTHOUGH SLUDGE MAY ONLY BE APPLIED NFREQUENTLY?
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO
IF LAND IS NOT OWNED BY PRODUCER, CAN PRODUCER GET AGREEMENT ON LAND YES NO _
ON WHICH TO APPLY WASTE?
(Attach Waste Utilization Plan to site evaluation.)
SOIL INVESTIGATION - VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
YES ✓
NO
IS A LINER REQUIRED?
YES _
NO y/
TYPE OF LINER TO BE USED:
CLAY
BENTONITE SYNTHETIC
IF CLAY LINER IS TO BE USED, IS SUITABLE CLAY AVAILABLE ON
YES
NO
S ITE?
IF CLAY IS NOT AVAILABLE ON SITE, DOES LANDOWNER HAVE
YES—
NO
ACCESS TO CLAY?
IS A CORE TRENCH REQUIRED?
YES
NO
(Attach soil investigation sheet to site evaluation.)
IS SUBSURFACE DRAIN TILE PRESENT?
YES
/
NO
(If yes, the must be removed or plugged)
SITE APPROVED YES ✓ NO CONDITIONAL`
COMMENTS
THIS SITE INVESTIGATION IS VALID FOR TWELVE MONTHS FROM THE DATE SHOWN BELOW. IF CONSTRUCTION
HAS NOT BEEN STARTED WITHIN TWELVE MONTHS, A NEW SITE INVESTIGATION WILL BE REQUIRED. 1/
SIGNATURE /41. DATE g Z$
I' Changes in the local or state law or changes in the standard could require a new site investigation.
A�eD

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i APMORIYATT SCALE MI FEET:
2000 a' 2000
FLOOD HAZARD BOUNDARY MAP
I
i
i
ONSLOW COlJNTY
# :-NORTH CAROLINA
UNINC. AREAS
PAGE 1 OF 10
{SEE MAP INDEX FOR PAGES NOT PRINTEI
EFFECTIVE DATE:
JUNE 9, 1878
COMMUNITY —PANEL NUMBER
370340 0001 A
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BEARINGS .
NC ;RID 'i:

+tus.GPa:1991,0-2DO, 1o614oeea - .. 5-C�'
••�:;
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' 1
hU.
.S.D.A. SCS-CPA-026
1. Name and Address of Person
2- Date of Request
o" -- -inservation Service iJune 91)
Jody Cavanaugh
4-8-96
P.O. Box 174
3. County
HIGHLY ERODIBLE LAND AND WETLAND
Richlands NC 28574
CONSERVATION DETERMINATION
Onslow
Name of USDA Agency or Person Requesting Determination
S. Farm No. and Tract No.
Sr-nlrinN 1 . winwl V FRODIRLF LANs
Is soil survey now available for making a highly erodible land determination? Yes No ❑
FIELD NO.(s)
TOTAL ACRES
M '"'"
•'
Are there highly erodible soil map units on this farm? Yes ❑ No E�-
List highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
crop year during 1981-1985.
List highly erodible fields that have.been or will be converted for the production of agricultural commodities and,
according to ASCS records, were not used for this purpose in any crop year during 1981-1985; and were not
enrolled in a USDA set -aside or diversion program.
This Highly Erodible Land determination was completed in the: Office Field
SFCTION II - WETLAND
FIELD NO.(s)
TOTAL ACRES
I. Are there hydric soils on this farm? Yes [j;j- No ❑
Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture (FWP).
1 Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
Ar10fnx
farmed and maintained in the same manner as they were prior to December 23, 1985, as long as they are not
1!N
Z S d c,
abandoned.
Prior Converted Cropland (PC). Wetlands that were converted prior to December 23, 1985. The use, management,
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions unless
the area reverts to wetland as a result of abandonment.
5clal Wetlands (AW). Artificial wetlands Includes Irrigation -induced wetlands. These wetlands are not subject
. the wetland conservation provisions.
i. Minimal Effect Wetlands (MW). These wetlands are to be farmed according to the minima! -effect agreement signed
at the time the minima! -effect determination was made..
Mitigation Wetlands (MIW). Wetlands on which a person Is actively mitigating a frequently cropped area or a wetland
converted between December 23,1985 and November 28, 1990.
F. Restoration with Violation (RVW-year). A restored wetland that was In violation as a result of conversion after
November 28, 1990, or the planting of an agricultural commodity or forage crop.
Restoration without Violation (RSW). A restored wetland converted between December 23, 1985 and
November 28, 1990, on which an agricultural commodity has not been planted.
Replacement Wetlands (RPM. Wetlands which are converted for purposes other than to Increase production,
where the wetland values are being replaced at a second site.
Good Faith Wetlands (GFW+year), Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
Converted Wetlands (CW). Wetlands converted after December 23, 1985 and prior to November 28, 1990. In any
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
�. Converted Wetland (CW+year). Wetlands converted after November 28, 1990. You will be ineligible for USDA
program benefits until this wetland is restored.
Converted Wetland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
cranberries, vineyards or building and road construction.
�. Converted Wetland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
by SCS.
The Dlanned alteration measures on wetlands in fields are considered maintenance and are in oomollance
with FSA.
The planned aReration measures on wetlands In fields _ are not corl5idered to be maintenance and 9
installed will Cause the aroa to become a Conversed Wetland (CW). See item 22 for information on CW+year. '
s wetland determination was completed in the office field rZIand was delivered QmaileciLl to the person on
S�`,marks. • +
! certify that the above determination is correct and adequate far use in determining 30. Signature of SCS District Conservationist 31. Date
�eligihiliry jor USDA program hrnef+ts, and that r1•erland hydrology h1"drk soils, and �
' -V41119115
f
hrdrnt.hyrk' rrgrrorir+n dhder normal rirrr+mrtancrs e.risr an all arras autlined as �Jye A , / (9
Wetlands. Farmed Wetlands,andFarmtd_Wedands Pasture. (� 7
3319tHrm- nM nrMrern. -# .Aw C..N 1`w..--...-a.... C..-.J-- ---_ •.

jj

IRRIGATION
DESIGN
CERTIFICATION
•.
Jody Cavenaugh
July 22, 1997
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
MRCS, DEM, and all other State and Local Regulations
to the best of my k!WWI °�`atid•,l�elief.
H
Al n
a• 9r =
A Floyd AdarnsBP. 'j ; bate
4
e
License No. 122'13 • ! � ,
a
:GIN �:
DYD A�) ���`
d8111111000
JCAV.IRGATI(
IRRIGATION DESIGN

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: _ Jody Cavenaugh
Address: P.O. Box 397 _
_ Richlands N.C. 28574_ _ T
Telephone: _ 910-324.4256
TABLE 1 - Field Specifications (1)
County:
Date:
Onslow
July 22 1997
Field
Number (2)
Approximately
Maximum
Useable Size
of Field (3)
(acres)
Soil Type
Slope
M
Crop(s)
Maximum
Application
Rate (4)
(in/hr)
Maximum
Application
per Irrigation
Cycle (4)
(inches)
Comments
1
5.4
Norfolk
2-6
Bermuda Hay
.50
1
2
10.5
Norfolk
0-2
-Bermuda Hay
.50
1
4
20
Goldsboro
0-2
Small Grain
.50
1
4
20
Goldsboro
0-2
Bermuda Hay
.50
1
r
(1) iaote to oe comptetea in its entirety oy ricia uiiice personnel anu rorwaraeu tome irrigation system ocsigner.
(2) See attached map provided by the Field Office for field location(s).
(3) Total field acreage minus required .buffer areas.
(4) Refer to N.C. Irrigation Guide, Field Office Technical Guide, Section I & G. Annual application must not exceed the agronomic rates for the soil and crop used.

r�
TABLE 2 - Traveling Irrigation Gun Settings
1
Make, Model and Type of Equipment: Reel Rain Model 1030 w/965' Hose, Nelson 150R Big Gun w/1.18 Ring Nozzle, 7D4020D w/Berkley
B2EQHH Pump
Field No. (1)
and
Hydrant No (3)
Travel
Speed
(ft/min)
Application
Rate
(in/hr)
TRAVEL LANE
Effective Effective
Width (ft) Length (ft)
Wetted
Diameter
(feet)
EQUIPMENT SETTINGS
Nozzle Operatoring Operatoring
Diameter Pressure Pressure Arc
(inches) rQ Gun (psi) ( ReCI (psi) Pattern (3)
Wetted
Acres
1
3.08
.37
240
410
340
1,18
80
140
270'
2,26
2
3.08
.37
240
410
340
1,18
80
140
270'
2.26
3
3.08
.37
240
590
340
1.18
80
140
270'
3.25
4
3.08
.37
240
550
340
1.18
80
140
270'
3.03
5
4.64
.55
120
490
340
1.18
80
140
180'
1.35
6
3.08
.37
240
700
340
1.18
80
140
270'
3.86
7
3.08
.37
240
960
340
1.19
80
140
270'
5.29
8
4.64
.55
120 1
1085
340
1.18
80
140
180'
2.99
9
3.08
.37
240
670
340
1.18
80
140
270'
3.69
t0
3.08
.37
240
430
340
1.18
so
140
770'
2.37
II
3.08
.37
240
380
340
1.18
Sri
140
270°
2.09
12
3.08
.37
240
310
340
1.18
so
140
270°
1.71
13
3.08
.37
240
420
340
1.18
80
140
270'
2.31
36.46
(1) See attached map provided by the Field Office for field location(s).
(2) Show separate entries for each hydrant location in each field.
(3) Use the following abbreviations for various arc patterns: F (full circle), TQ (three quarters), TT (two thirds), 11 (half circle), T (one third), Q (one quarter).
May also use degree of arc in degrees.

TABLE 3 - Irrigation System Specifications
Traveling
Irrigation Gun
Solid Set
Irrigation
Flow Rate of Sprinkler (gpm)
260
Operating Pressure at Pump (psi)
156.88
Design Precipitation Rate (in/hr)
.37 & .55
Hose Length (feet)
965
Type of Speed Compensation
Mechanical
Pump Type (PTO, Engine, Electric)
Engine
Pump Power Requirement (hp)
40.52
TABLE 4 - Thrust Block Specifications (1)
Designer may provide thrust block details on separate sheet.
LOCATION
THRUST BLOCK
AREA (sq.ft.)
6" Line
90° Bend
4.92
Dead End
3.48
Tee
3.48
45' Bend
2.67
Ground Entry
6.40
(1) See USDA-NRCS Field Office Technical Guide, Section IV, Practice Code 430-DD.
(2) It is recommended that ground entry blocking be approximately 25 % to 33 % more than
that required for 90' ells.

TABLE 5 - Travel Time Per Zone
ZONE
PULL LENGTH
HOURS
1
290
1.99
2
290
1.99
3
470
2.96
4
430
2.74
5
370
1.75
6
580
3.56
7
840
4.96
8
965
3.88
9 '
550
3.39
10
310
2.09
11
260
1.82
12
190
1.44
13
300
2.04
Length
TravelerSpeed
60

IRRIGATION SYSTEM DESIGNER
Name: M. Floyd Adams,
Company: M. Floyd Adams, P.E.
Address: P. _ _._ Box 1098, Kenansville, NC 28349
Phone: [phone]
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs::
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routds, 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 -MRCS standard for Irrigation Water Conveyance. N.C. Field Office Technical Guide,
Section IV, Practice Code 430-DD.
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 50 feet wide or wider must be maintained between the limits of the irrigation system and all perennial streams and surface waters
per DEEINR-DEM Code Section 1.5A NCAC 2B.0200 - Waste Not Discharged to Surface Waters.

Narrative of Irrigation System Operation
Describe the operation of the system .in the space provided below or on a similar sheet most convenient to the designer/supplier. Include procedures such as start-
up, shut -down, winterization and regular maintenance of all equipment.
Accordin to the data furnished by Goldsboro Milling, and the Owner this is an operation that contains 6 buildings with a
capacity of 5,280 Feeder to Finish animals. The annual plant available nitrogen (PAN) produced by this particular operation
will be 12, 144 pounds.
This system is designed to effectively wet 36.46 acres of land. As usual, more land will be receiving water but is not counted
in the total "wetted acres". The system contains 3,350 LF of 6 inch PVC (SDR 21 with 13 hydrants. There are 13 separate
zones from these hydrants.
Care should be taken when -starting, the pump unit -to allow all lines to fill slowly so as to allow the air to escape from the lines.
After this process, the motor rpm's should be slowlincreased to obtain the desired system pressure. Failure to allow the
entra ed air to esca a before increasing the motor seed may cause damage to the system.
Shutdown procedures should be the reverse of start-up. The operator should slowly_ decrease the motor speed to idle and then
shut it down.
All rekular and seasonal maintenance should be performed according to the manufacturer's recommendations. Pumps and
travelers should be drained prior to freezing temperatures.

Q(Flow Rate) _
r (Radius) _
For Arc of 2700
For Arc of 180'
JODY CAVENAUGH CALCULATIONS
PRECIPITATION RATE:
Precipitation Rate (PR) _ 96.3 x Q x 360
3.14 (r)2 w
260 gpm
170 feet
S —
Traveler Speed
1.605 =
Constant
Q —
Gallons Per Minute
d =
Application depth
w —
Lane spacing
For Arc of 270'
For Arc of 180°
96.3 x 260 x 360
3.14 (170)2 270
PR = .37 iph
PR = .55 iph
TRAVELER SPEED:
(calculations)
S 'eed = 1.605 x Q x 360
p d x w arc
S = 1.605 x 260 x 360
.75"x 240. 270
S = 3.08 ft/min
S = 4.64 ft/min

TOTAL DYNAMIC HEAD:
(calculations)
NOTE: To account for the Total Dynamic Head the friction loss in the mainline as well as the
traveler hose must be accounted for (see the below calculations)
Fl = [.2083(100)1.8S2(� 1.952 X L )).433
4.8656 100
F1
= Friction Loss
Q
= Gallons Per Minute
D
= Pipe Size
L
= Length of Line
c
= Pipe Coefficient
Mainline Calculations
6" Main
Traveler Hose Calculations:
FI = [,2083(100 )1.852( 260 1.852 )( 3350 )].433
150 64.8656 100
— [15. 961. 433
6.91 psi loss
Fl = [,2083(100)1.852(2601.852 )( 965 )].433
150 34.8656 100
[133.91].433
57.98 psi loss
TOTAL DYNAMIC HEAD FOR THE COMPLETE SYSTEM:
80 psi (spk pressure) + 57.98 psi (traveler hose loss) = 137.98 psi (traveler pressure)
137.98 x 2.31 — 318.73'
Mainline Loss — 15.96'
Elevation Within Field = 5'
Suction Lift = 8'
Fitting Loss — 5'
5 % Factor = 17.63'
Total Dynamic Head (TDH) — 370.32' 16035 p§
Head at Pump = 362.32' 156.88 psi

BRAKE HORSEPOWER
(Calculations)
BHP = Brake Horse Power (lip)
Q = Flow (gpm)
TDH = Total Dynamic Head (ft)
EFF = Efficiency of Pump
BHP = Q x TDH
3960 x EFF
BHP 260 x 370.32
3960 x .60
BHP = 40.52 hp

CONCRETE THRUST BLOCKS:
(calculations)
Assumptions: 1) Thrust blocking design pressure is assumed to be 150 psi.
2) Soil bearing capacity is assumed to be 1500 pounds per square foot.
3) Refer to the attached Thrust Blocking sheet for multiplier.
For 6" PVC Pipe
90 deg elbow 49.2 x 150 -- 7380/1500 = 4.92 sq ft
45 deg elbow 26.7 x 150 — 4005/1500 = 2.67 sq ft
Tee/Dead end 34.8 x 150 = 5220/1500 — 3.48 sq ft
Ground Entry 63.98x 150 - 9594/1500 = 6.40 sq ft

VELOCITY:
r (calculations)
V = Q x .408
D2
Q Flow Rate (gpm)
V = Velocity (ft/sec)
D = Diameter Of Pipe (in)
For 6" Line
V = 260 x .408
62
V — 2.95 ft/sec

IRRIGATION DESIGN
�: Jody Cavenaugh

LEGEND
o HYDRANT LOCATION
O PUMP LOCATION
o--- o 6" NLAIN LINE
THRUST BLOCKING
ZZT1 BUFFER
NOTES:
1) THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, DEAD
ENDS AND OTHER SPECIAL FITTINGS WHICH REQUIRE RESTRAINING.
2) MAINLINE PIPE SHALL BE 6' PVC PR 2W (SDR 21) AND SHALL BE BURIED
TO HAVE AT LEAST 3 FEET OF COVER.
� a 4� •�a �f n
-'Ae� y
L. r�
p u
n
73 .
v
uC�' oe��/��/��+•40 7y
�., J ao �eoa �• � c
''°��aaaoaaalse�oa
Prepared by: M. FIoyd Adams, P.E.
Date: JuIy_22, 1997

POftRTlE'C-H2*OL.,.-'
S:, P E C I F I-C A T 1 0 N S,
For 'Ifidustrial. Power Unit ,applications
IS09000
4 E r, 1 5 T.0 Al 0

k71kNsIONS FOR INDUSTRIAL POWER UNIT APPLICATIONS:
24-2 in, 022 K
f (615 mm) (819 "WN --. �r
Wdln LL �h
ENGINE DATA
GENERAL DATA
Model............ ..... .................... _........................................... ..........................
I .......... 4020D
Numberof Cylinders .......... _........... ........................................................
__................... 4
Bore and Stroke —in. .. (mm) . .....................................................3.31
x 3.54 (84 x 90)
Displacement—W 0)................................ .............................. ....................
1211(1,994)
CompressionRatio .... _.................................................................................................18:1
Valves per Cylinder—IntxkdEshsust............................................................................III
Firrusseell� Order............... ........................................................................
System......»
1.3-4.2
ln11'eetion
Co. on ...........................................................................Direct
� .......... Type....................�...�........_.._....._..._.�..._.__...
In -fine, 4-Cycle
yd
kn ......._—_...._............................._......................................:..........Natural
Erb , Crutkease Vent System_...............................................................................Open
Maximum Crankcase Pressure --in. H10 (kPa)....._...............................................2
{0.5)
PHYSICAL DATA godudn We, FIrA wd Ho wimp F.- ,eel. A,d Ekcvia)
Lcngt _" n.(mm)._................:.....:..............................................................32.2
(819)
Vii�th—in(mm)..................._..........................................................................
24.2 (615)
Height —in. (mm) ..................................................................................
.31.0 (79n
W r, uwt)--lb.{{:%1...................... _..............................................
502 (228)
(ln Wes flywhed $ dernia!
Centel oFGrmryry Lomtion
From Rar FarxoFBlock (X.mj —in.(mm)._................... ....... -
................ 7.32 086)
Right of Crankshaft (Y axis}—in.(mm)......................................................0.l8
(-4.6)
Above Crartlabaft (Z-nis)-4m (mm)...........................................................3.62
(92)
Maximum Allowable Smtie Bending Moment at
Rear Face of Flywhec( Housine w/ 5 G i oad—lb-h(Nm) ............................159
(216)
Thrust Baring Continuous Load Limit (Forward)—Ib. (N) .......................
.639 (2842)
FUEL SYSTEM
Fuel Injection Pump ... .......... _.........................................
.....Yanmar
GovemorRcgu"n........................................... ..................................................
8% max.
GovunorTyin.................. _.....................................
.....Mechanid
Fuel Consumpption-414hr (kgl 0.......................................................................16.7
Maximum Allowable Fuel Pump Suction Clan System ---in. psi (kPa)
(7.6)
...............I.13 (7.8)
Fuel Filter )Aiaan S= @ 98% Efficiency .......................................................................10
LUBRICATION[ SYSTEM
Dd Pressure at Rated Speal—Vi (kPa).........................................................59.7
(412)
all Pressure at Low Idlc-=psi(LPa)........................................... .....................28.4
096)
r
peci icntlotts and design subject to change without notice.
DEERE
DSWD04 Litho In U.S.A. (96.03)
E9
In Pan Oil Tempentrure—'F(°C).......................................................................240 015)
Oil Pan Capadty, High—qc. (L)..................................................................
...6.0 0.8)
DJPan Capacity, Low--qr. (L).............................................................................6
(3.5)
Total Engoine Oil Capacity wick Filters--cIt. (L)....... .............. :..............................
6.7 (6.4)
Engine Angular Limits (Continuous) Any direction—degrees.........................................25
AIR SYSTEM
Maximum Allowable Temp. Risc Ambient Air to '
Emeine Wct--'F('C)................... .................... ...... ................
...................... 18 (10)
Maximum Air Intake Restriction
Dina Air Clancy —in. H20(kPa).................. .—.....................
..................... 25 (6.25)
Clan Air Clans —in. H:O(kPa).....................................................................12
0)
Engine Air Flow-0/min (m3/min)..........................................
. -113 (3.2)
Recommended Intake Pipe Diameter -in. (mm).................................................1.97
(50)
EXHAUST SYSTEM
Exhaust Flow-0/min (milmin)......................... ............... ....................
.........:_307 (8.7)
Exhaust Temppemnanue—'FCC) ............ ,.......... _.... _._....................................1112
(600)
Maximum Allowabk Back Pressure —in. H2O(kPa)_._....................................
51-3 (12.3)
Remmmcnded Fxlcaust Pipe Diameter--in.(mm)...............................................2.36
(60)
COOLING SYSTEM
Engine Hat Rejection—BT{,Ilmin(kV) ... ............ _........................................
1298 (22.8)
Coolant Flow---ornin (Umin)......... ............. _... _... _................
...................... 18.2 (70)
Thermosnr Start to Open---'F CC) ........ ........ .......—.........................................
160 (71)
Thermostat Fully Opm - F ('C)........ .....:..._._.....................
............... ......185 (85)
Maximum Water Pump Inlet Restriction —in. H10(kPa),.................................._.40
00)
Engine Coolant Capadry—qr. (Lj ...........................::............................... 4.9 (4.7)
Rtmmmended Pressure Cap—psi(kPa).................. ___.................
____ ............ 12.8 (88)
Maximum Tap T=kTcmp—°F('C).................................................................221005)
Recommended Air to Boii—°F ('C)..................................................:...........-117
(47)
ELECTRICAL SYSTEM
Reaommasded Banay Capacity (CCA)
12 Volt System—unp............................................................................................600
Mazimum Allowable Starting Circuit Resistance
'12 Volt System- Ohm ........................................................ ...... ......................0.D01 Z
Suter Rollin Currmtt-12 Volt System
at32' F f0' C)--amp................................ ........ ......-..................................... ........350
A
DEERE POWER SYSTEMS
JOHN DEERE
3801 W. R.idgevay Ave.
INTERCONTINENTAL, GmbH
P.O. Box �100
400 196 Street
Waterloo, IA 50704-5100
Moline. I1linois61265.1388
Phone [phone]
Phone [phone]
FAX [phone]
FAX (309) ?65.3197

.f�,.
1S
S-
j.
try •
Jel Selection' Chart
Reel Rain offers a wide selection of
models to choose from. With hose sizes
ranging from 3" I.D: to 5" I.D. and lengths
from 850' through 1500'.
A wide variety of drive systems including
Water Turbine, Slurry Turbine, Gas
Mechanical, and Gas Hydrostatic are
available on most Reel Rain models.
Your Reel Rain Dealer can match the
correct model and
drive to
0 %,
system
HISIB 3S,
satisfy your critical
#�6b'4W Reel Rain
irrigation needs.
��IRRIGATIONSYSTl:MS'r
- Rr,
i 0�,.z1 'i� 1�. L/riifi ���A.'I ..f'
Typical
Time For
Hose
Lane
No. of Acres
Flow Rate
One Pull Applying
.Nelson Gun
Model
Length
Hose I.D. I Spacing
Covered
(G.Pm.)
1" of Water {hours}
&
Number
(feet)
(inches) i (feet)
{ }
in One Pull
Pressure
Turbine.
Gas
Turbine.
Gas
35 Q
970
5.0
360
it`>'`9 78
f920`,
S 1060
4 5 '
41
SR200j80PS1
3450
1300
4.5
320
10:47
-615�
675
7...7
7.0
4
SR200/80PSi_
1500
4.0
300
1.1.14_ ..•
425;•,;
465
11.9
10:8
SR200180PSI'
245041450L
1050
4.5 330
8.94
670
770
6.0
5.3
SR200/80PSI
2400L/1400L
1250
4.1 320
10.11
470
540
9.7
8.5
SR200/80PSI
'�1375X�
1100
3.6 280 -_
i s 7:78
.' 3826
�:418
`'': 92 :
' 8:4
SRi50�80PSI
. 1325 ;
1250
3.2 240
7.41 ..
266 : `
290
12.6
11.6
SR150/80PSI
1033
850
3.3 ; 260
5.68
360
400
7.1
6.4
SR150180PSI
1030
965
3.0 240
5.84
260
280
10.2
9.4
SR150/80PSI
t
1100 Holland Road / Suffolk, VA 23434 1701 S. Slappey Blvd, / Albany, GA 31706
Telephone [phone] / Fax [phone] Telephone [phone] Fax [phone]
AMADAS INDUSTRIES whose policy is one of continuous improvement, reserves the right to change
specifications design or price without incurring obligation.

BIG GUN° PERFORMANCE TABLES U.S. UNITS
100 SERIES BIG GUNS - 240 TRAJECTORY"
100 T PER BORE NOZZLES
Nozzle
Nozzle
Nozile
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
Nozzto
•S'
'55"
61
.65•
.7'
.75•
A,
215"
9'
1.0"
P.S.I..
GPM
DIA.
GPM
DIA,
GPM
DIA.
GPM
OIA.
GPM
OIA.
GPM
DiA.
GPM
DIA.
GPM
DW
GPM
DIA,
GPM
DIA.
50
5o
205'
64
215,
74
225'
87
235'
100
245'
Its
256'
130
265'
150
273'
165
280'
204
300'
70
1 60
225'
75
238'
88
250'
t03
263'
t20
275'
136
283'
155
295'
177
302'
197
310'
2a7
338'
68
245'
63
258'
t00
270'
117
283'
135
295'
155
306'
175
315'
201
326'
223
335'
27a
362'
=90
110
76
265'
92
270'
1l1
290'
129
303'
ISO
3t5'
171
324'
195
335'
222
344• 1
247
355'
304
380-
'Available only with F100 d SR100,
100 R RING NOZZLES
100 ON DIFFUSER NOZZLES
PSI
.71 RING
GPM DIA
.77 RING
GPM OrA
.& s RrtdC
Gera Dr, •
86 RING
GPM pIa
.89 RING
GPM DIA
.93 RING
GPM DIA
.96 RING
GPM DIA
0.5 ON
GPIs DIA
0.6 DIJ
GPM DIA
0.7 Dr:
GP11 Dl.c
0.8 ON
G?rs DIA
rS30
66 208
103 224
a5 154
7 6 °:
fib 164
79a�C1,40
91 1E2
)l8 196
9t 215
lt8 235
134 238
152 242
'
='J3�0'
29
110 200
143 216
60
81 235
t10 245
125 260
141 270
t64 275
183 260
—
80
gIV280
145 285
163 300
109 305
211 315IGO
94 255
127 275
236 335
— —
105 270
142 295
162 306
182 320
212 325
f5
"J he diameter O1 [nrow Is approxlmaieq j" less lot the e, valeClory angle, 6W0 less lot iw%
150 SERIES BIG GUNS - 24° TRAJECTORY'
150 T TAPER BORE NOZZLES
150 R RING NOZZLES
"The diameter of throw Is approximately 3% less for the 21. lrajeclory angle.
200 SERIES BIG GUNS - 270 TRAJECTORY"
200 T TAPER BORE NOZZLES .
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
NOZ21e
Nozzle
Nozzle
1D5•
1J•
1.2'
IX
1A'
t5"
1.6'
1. 75'
19•
PS.I.
GPM OfJL
GPM
DIA.
GPM
DIA
GPM
DIA.
GPM DIA.
GPM
DIA
GPM DIA.
GPM DIA.
GPM
DIA,
70
270 360'
310
380'
355
395'
1 415
410'
480 430'
655
450',
SW 465'
755 495'
890
515'
90
310 390'
350
410'
405
425'
475
445'
545 485'#7415
5
485'
715 505'
655 535'.
t005
555'
110
340 410'
390
430'
445
450'
525
470'
605 495'5
515'
790 535'
945 565'
1110
590'
130
370 425'
425
a45'
48'
e65'
565
485'
655 515'
540' 1
860 560'
i025 590'
t210
fi20'
200 R RING NOZZLES
1 W Ring
(1.29' acyvai}
PS.1. GPM D
1 yt' Rinq--- - _
f1A6" aaoal)
GPM DIa
!_ .-.- 1 f• Ring
I 11.55' actual)
GPM DfA.
1 %, Ring
(ib6• actual)
GAM DI
13AI Ring
{7.74' actual)
GPM DIA.
1 y(' Ring
(lisr actual)
GPM DIA.
2' Ring
(1.93' actual)
GPM DIA.
60 250 340'
330 370'
I 385 390''
445 410'
515 425'
505 440'
695 455'
60 290 370' 380 400 1 445 420' 1 515 440' - 590 455' 675 a10, 805 490,
8122M100 325 390' 425 425' Soo 445' 575 465' 660 a80' 755 500 900 520'
120 355 410' 465445 545 465' a 485' 725 500' 825 520, 985 545'
"The diameter of throw is approximately 20K, less ,m ,h2 :' ' valectory angle, 5% less for the 210 trajeatary angle.
The BIG GUN* performance data t,a, h,-I­-,:-'jk ­--: „^ne, deal test conditions and may be adversely affected by wind, pool nydraul,c enrrance cono,i,ons er olnet IaCtors
tJ,.l..... .... u_,,... • ,,, , rna+es no representation regarding droplet condhi0n, uniformly. O, apnl,cavon rate

9 1
2-
2c
15
10
51
BERKELEY PUMPS
TYPE- 119BY1 RATING CURVES
ENGINE DRIVE.-
CURVE
4117 -
DATE 1-27-89
PAGE 0.51
SUPERSEDES
Curve 4117 Page 05f
Dated 9-1-88
cuot — c.i. Pamm. L-1026 u..ho& L-1026 VARIOUS
mqmmwg mmda C.I. r.r H-1802 mowkokL M-1802 m� .9" full r.CULL 1-k,w.-
W4 1&4 0
now
In
wpm
I MY W-m
E&W
0
moird
mr
0,,
Imom
minim"'
m
m
.0 50 '100 150 200 250 300
cArACrTY 9N U.S. GALLONO Pen ubRm
C-8610 gaud" T71355 &ow"d" C-8576 cow' 4-17-80-.d.. 8-18,-80 MoDa 82ZO M
44
93
a
230
z
250
,200
150
100
50
n
30
20.
lo"
0
)SL
cow: mmorw C.I. rv&m% L-3482 owk" - lo-3482 VARIOUS "-IL— CPO-
bwow: maww C.I. P.L*&. T4-5059 mooLow H-6915 cis. 10-7/16" full
w 19 -4 o 20
looms
ago
ammimmoommim
"MEMO
BEE
111i
smim
ffiffilomm
oil
E4RPMV76'aB.�.°���:
m
MEN
mall
0 100 200 300 400 500
C"AC" tH UAL GALLON* peR mppjn
C-8573 T-3753 C-8513 7-31-79 o.r 12-J-80
10
0

I
4" EL X 4 MCL' ALUMINUM ANT-
4" CERAMIC. BUT-TERFLY VALVE
4" SCH 80 PVC FLANGE
4" 200 CLASS PVC PIPE
-SCH 80 4X4X4 P.VC TEE (.SXSXS)
.4--30-97
4x4x4x3
INT' PVC

DAVID D: DAVIS and ASSOCIATES
L_
Safe Filling Rates .For mainline, Pipe
It is very important when fiIIing'an empty or near empty mainline not to
exceed velocities of 0.5 to 1.0 feet per second. Filling a mainline
faster than 1.0 fps may not allow the air in the pipe to be properly
evacuated. Therefore. the following chart indicates the approximate
maximum fall rate (GPM) for most PVC, AC and ductile iron pipe lines.
Nominal maximum
Diameter- Fill Rate -
Inches _ (qpm)
2 li
21 15
3 -24
4 40
6 80
8 ' . 150 .
10 250
1.Z ' 350
;- 14 .475
15 620 .
18 780-
20 ..980
24 .1400
Pump. Stations should. be selected that will allow the fill rate. to be
adjusted -accordingly. The fill rate can be increased -at a rote of
one (1) gpm every two or three seconds. This amounts to an.average
increase of 30 gpm every minute ,during a refill operation:
It is necessary to use a "refill procedure" anytime a mainline has
drained down by 10% o► its volume capacity.
M
l

FIGURE 3: Coefficient of Flow
Pipe C-Value
Old Steel 100
-Aluminum-with couplers 120
Cement Asbestos 140
Plastic 150
As you can see, this formula is quite complicated. Figure 4 isa' chart showing pressure losses and
velocity for various pipe sizes at various gallonages (NOTE: Chart is for -class 160 PVC with a C Value
of 150).
EXAM PLE:
Pipe = PVC (Class 160)
Size = 10"
GPM - 1000 GPM -
Length of Mainline = 1300'
From the chart; we find the PSI loss per 100, = .21 x 1300' = 2.73 PSI over 1300' of run
'i00.
Head = 2.73 x 2.31 = 6.28' of head over 1300' of run
Velocity (V) = 4.15 ft/second
We can usb the chart along with the conversion factors list on Figure 4 to determine friction loss
for steel, aluminum and asbestos cement.
EXAMPLE:
Pipe = Steel:
Size = 101"
GPM = 1000
Length = 1300'
Friction loss in 1300' PVC = 2.73 PSI 6.30' head
Factor for steel x2.12 'x2.12
Friction loss for 1300' of steel = 5.78 PSI or 13.36' head
Velocity (V) = 4.15'lsec. (same as PVC in previous example)
A RainBird slide rule makes this determination very rapidly without need for calculation.
After obtaining the friction loss per 100 foot of pipe and multiplying this by the feet of pipe divid-
ed by 100, the total pipeline friction loss is known and can be used in the total head determina-
tion as well as compared economically for proper pipe size.
You may incur instances where either the chart in Figure 4 or the RainSird slide rule cannot
be used. It.will then be necessary to calculate the friction loss and velocity. To do this, use the
formula in Figure 5.
2-8

i2 61
MAINLINE REQUIREMENTS'
The connecting link between the pump and the irrigation system is the mainline. Mainline material
is normally steel, aluminum with couplers, cement asbestos or plastic. Sizes can range from 5" to 48"
plus. The following information may be used as a guide. Please consult with manufacturer for specific
design and installation information.
Generally with center pivot, a water source'at the pivot is most convenient. When water is unavail-
able at the pivot, a mainline pipe is often used to connect the. pivot to the water supply. To avoid in-
terference with farm operations and drive unit crossing, the mainline is generally buried.
The proper size of mainline is a decision of economics. Whenever the yearly cost of owning a larger
pipe size is greater, than the yearly pumping cost for pumping through the next smaller pipe size; then
one should use the smaller size pipe. A good rule of thumb would be not to exceeda velocity of water
in the pipe of five (5) feet per second. Water velocity in feet per second in a pipe can be determined
by the following formula:
Mainline Water Velocity
V ' ^ (0.408) (GPM)
DZ
Where V = velocity in feet'per second, GPM = gallons per minute, and D = inside diameter of circular
conduit in inches'.
Pipe thickness or class should be selected to handle the highest pressures likely to be encountered.
Because of the variable pressure operation of the corner system, the mainline pipe should be designed
to operate at a pressure of 30-40 PSI greater than the selected pivot pressure. The selection of flat
Pump curves will be helpful in reducing the pressure fluctuations with the.corner system.
FRICTION LOSS IN PIPE
Water flowing in a pipeline is always accompanied by a loss of pressure due to friction. The
degree or amount of loss depends on the smoothness of the inside of the pipe walls, the
diameter of the pipe, the velocity, the quantity of water flowing in the pipe.
Friction factors of pipe are determined by experiments. Every type of material pipe is made
from (steel, PVC, etc.) has different friction loss characteristics.
The Hazen and Williams formula is the basis for many friction loss calculations. Friction
loss (F) is in units of "feet per 100 foot of pipe." Dividing by 2.31, friction loss is converted to
"PSI per 100 foot of pipe."
F =
1.85
.2083 %1001 01.85
lCl
D 4.8655
Where:
C` = friction factor for vario4s pipes (Figure 3)
Q = GPM of flow
D = pipe diameter in inches
F = feet of head per 100 foot of pipe
Irrigation Short Course 1976 "Coefficient of Flow
Bob Mulliner
Irrigation Consultant
Hastings, Nebraska
')7

Min
Water Hammer
Size
A V Q Q
Water Hammer
ft./sec. C.F.S.01-
1 sec
2"
0.0262 5 0.131 59
350
4"
0.094I 5 0.471 2I1
350
6"
0.2039 5 1.020 457
350
8"
0.3457 5 1.729 774
350
10..
0.5372 5 2.686 1,203
350
12"
0.7556 5 3.778 1,693
350.
15"'
1.1547 5 5.773 2,586
350
where:
P = Pressure Rise (PSI) above static pressure
V = Velocity (ft./sec.
L = Length of pipe ahead of the .valve causing
the hammer (ft.)
T = Time required to close the valve (sec.)
P = 0.070 VLJT
P = 0.070 5(1,000)/1
P = 350 .psi above static pressure
Water
Size- A s ft V We, CC,
Hammer
0 crs
vs. Velocity'
Water Hammer
6" 0.2039 1
0.2039
91 70
2
0.4078
183 140
3
0.6117
274 2I0
4
•0.8156
365 280
5
1.0195
457 350
6
1.2234
548 420
7
1..4273
639 490
8
I.6312
731 560
9
1.8351
.822 630
10
2.0390
913 700

INSTALLATION
Wiamond Agricultural PVC Pipe should be assembled and
—stalled with uniform and continuous support from a firm
se in accordance with the installation procedures provided
in ASTM D2321'. and the Installation Guide for PVC Water
Pipe (a "packet -sized" edition is available from your
representative or from Diamond Plastics Corporation.)
Embedment materials are to be in accordance with soil
classifications listed under Unified Soil Classification
Sysiem• ASTM D2487 and ASTM 02488.
Tc assemble, clean mating surfaces of the bell, spigot, and
gasker. Apply gasket lubricant (furnished by Diamond
Plastics Corporation) to the entire spigot end up to the
reference mark. Also, apply lubricani: to the contact surface
of the gasket.
With the pipe *in straight alignment, push the spigot into
the bell up to the insertion line. if a pry bar is used to
apply force, the pipe should be protected by placing a board
between the bar and the pipe.
If normal force does not complete the joint, disassemble the
joint and examine the parts to make tertian they are free of
obstructions. Visually inspect the completed joint to insure
the Casket has not been dislodged.. '
h`
Table 5,
APPROXIMATE QVIDE FOR ESTIMATED RANGE OF DEGREE
OF CO.NIPALTION VERSUS E,IIHEDMEN7 CLASS AND METHOD
OF PLACEMENT AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DENSITY'
FOR GRANULAR INtATERIAtS IN PARENTHESIS"
CLASS OF EMBEDMENT f ' I P it I III I . IV
NIA TFRIAL DESCR IPTIOIV
OPumrn rnn MWC COMM M nnle
. Lunn : of dry �ogfy
Sal Conwl.wa Stedw
CWhPXI r.r poets URIM
.r r2rWwr
Nftaly by pxubk
Cmxw.L= by aagwai.
Hard C(yc
Hand atop
pump
Gdardx I Sand ad.d Grnd hf uod • Cn.a Frnc Gnr
\Ialrrtata S%Wls • CSw I sodI s Sal.
•1-I., 1 4-11 I M1•10
% vt Frocur (or Rctauv.I Dcauly Ran Fe
93-IW 9}1W
t77-II'M tao-tW1
Aa93 W-91
164751 fIa4701
NO-95 111341
{l10. 751 1r10•RM
AO•AO
(4u$Ifl
6044
00401
b4AO r61f0
IAO.bOf 150-Gfq
Tibia 4, DXSCRIPTI0m fi7 FMBICDmrKr MATCrtIAL CLAS.41 FICA TS f INS
SOIL SOIL I DLtCWTION III,
CLASS TYrrr. SIATFRIAL CLAM3nCAnoN
0- I. S•»N' I.I.-tK*-d ryr[r. rar.W ..arr..l. IN r I IC
.I.iwL w... h b.. .rt....f s.Fw,le.wl...w. •• a,w,..r ..r.. ,.... i. I.,...
ew" en.hed BM1, e.adm r nr.h../ Wlb.
0w 11 S.II.•• C V Wt4•,.•MN p.wl. w/ pnd .awl e,awees, 1a.k r ... I. vrl ,. w..r .•.
r— franca Faa../ r r:.. a r.ne. htrr uun rat ,n•..r,l •.. x. ;, ,.,.
[lea..
C7 Iti••h p.M1 hr..ef. W r...rl I/wi ....I�.t I«r ,...• r u.a ....., ..I
t'.ar.a hc1.� aat..,e� r rl.. � anw. N,.. Vur rat rn•,.al .., N., ;,n ...-.
Ck,..
SW Wdt I-Ird .art$ &a Arr-Ah +-I> tnrk r ... r..r. S...r rr,r 4R ,J
r,r..rPa••d+N.. .r.. Fawe,A► aftrn. 1.rx•• In 1%.
7► Aw.T pad. sawh a..e ,.nrrl..w., i..4 .. .,. I.... µ.. ..,. 4q .� ,......
C'I... 11! S...I.... CI-t S.I., II. -ell. F.mf .W .A w,•rrr.. NIL
N. .r+.. W. d.aa !.R rr..w,N n.. Ha-
(C 1'l.Tdy ,rmN, p-0 .y.I .lr, r.... Vrt. .. .. ...«. .r. ,.., .,......•
M H.. f1e.f. hlnrl Nw !.Ir rN•wed ..n K.. 1.1 .1-
S0.1 Slot .awes ..M...h w.nwn Fl.wt uM Nn .,r .............. p..�. �.. ... .
IA... alw Yt4 re,a..d•I.r 4 171 4•r••.
SC Il.yry ta,Aa aaral ..I
CLr IV S.ah I.IL Its,aw.t .dW .err !.r ...r.. nwL M-, ..In w .L... r,r NI• 1 ..... ,.,..,,
50%w ku. Wt w wr.e rnv+ N. 10
CL I-,— days .d L.. b .w...w r.b•.rry.J..., ..J, .L••, •.N, , L, •
kae c41r. Lgw.f YR,n yR r k•., 4M .. a... r...'. z
..\fH Iea.,awrr wlw w w.n .. .I.x.rna. e.... f.v .,.I. ...;I,.. , t..,. .... t...•.I
I.ril l,raur ar. V I e. V if .. w...e r...r. N.. M. r
CH Inatr.r elks e4 h,4h (r ct.,, La...a I— ur.r•, JI.w 4r, 4
n,r.e P•••n M..:tlf
Cta_.r L- Su.rr IL Iktan,r wln 7dYF ra, u,w «Ica •fa+. ..I F.. r,ray.., 1 w-I 1..,, r.:.. 4.-
Sr>< Q wet. Paaaea
(H f,J— elays.H Rl.,f.rr.. i.,. Plwn.t Ly..1 I... ,,rn.r Nan
Ra.e Mae. N.. NO I-, .
IT rtm� wwrr a A .U- P.,1.f, ..,x,.e ...d., .
• S.,i++ arras .kTrr,I w ASTM u 1497. mep fi r Clu.l ...r.W .b h w.kriw..I r, A•TSI rI :.: t
• • In ar.e.Aar.ce vaA A5 11 =111. k.. Ihw $% (w. tit :tri %— _
"• In a•eyrpl1e v 6 ASTM D-IIA7. awh -$A Y, w 1:% Pa+•.., ti. 'M ..,.. I.7f
r las.,i,cr.nn„ .Ar n ,w,.e clieac.a.n.r a! Cl..a II
The haunching area is most important to the support of
PVC pipe. For good support. the haunching area should be
compacted to the densities given in the Long Term
Deflection Chart.
Figure 2.
91•100 f 9o.IW f I
fl¢Al) F(E7S
60-90 bu77
Irf.c..•e,.
RcL u,e drnN., .7 nrrrd .R patmheWl
rh,i ublc u-r.r. ae an approt.nale Funk derrntnl a.en,r Prr "deln...0 alu.r•cd on gh vat~
mc.nod. W W.I rdnsol„LLrdn In ddfrrrl.l rlacscl of In,l. SAc uble n uacndcd w PfU--k 1u.I..rxc and d
nn. Irr,.n "W rot Orsr,n r.e. Aoual des,S,. raJws 9R 4,1 t+c dcvckvCd by II.r cnd,nrcd Ind "Wc1r"

1
h
Fiq, -e 1. sample of differ(,nt arrangements for thrust blocks.

2-0
THRUSTBLOCKS3 -
Thrust blocking prevents main fine from moving when the pressure -load is applied. In ef-
fect, the thrust block.transfers the load from the pipe to a wider load bearing surface. Thrust
blocks are required where fittings are used to change the direction (i.e., at all ties, elbows, wyes,
f. .-aps, valves, hydrants and reducers) of the pipeline. The thrust backing must be formed against
a solid trench wall and these fitting areas must be excavated by hand because mechanical
equipment will damage the bearing surface of the trench wall.
The size and type of thrust block depends on pipe size, line pressure, type of fitting, degree
of bend and type of soil. In most cases, the size and type of thrust block will be determined by
the engineer. Thrust block size may be calcuiate.d by the procedures shown:
STEP 1. Multiply the pipe pressure by the appropriate value shown in the following table to get pounds
thrust per psi working pressure.
Pipe Line
Dead End
or Tee
9VrE
Elboww
221/2 '
Elbow
11/z "
294
4.1625
1.15
2 "
4.56
6.450
1.78
21/2 „
6.65
: 9.400
2.60
3 '"
9.80
13.91
3.82
31/z "
12.8.
18:14.99
4
16.2
23.Q }
6.31
5'24.7
35.0
.
- 9.63
6 "
34.8
49.2..
26.7.
13.6
8 to
59.0 '
83.5
45.2
.23.0
10
91.5
130.0
'70.0
35.8 '
12 of 1
129.0
, 182.0
98.5
50.3
STEP 2. Determine the bearing strength of the soil from the table below:.
Soils and Safe Bearing Loads
l:.bs. Sq.' F
Sound Shale
10,000
Cemented Gravel and Sand
difficult to pick
4,000
Coarse and fine compact Sand
3,000:
Medium Clay'- Can be spaded
2,000
Soft' Clay
1,000
Muck
0
STEP 3. Divide the total thrust obtained -in Step 1 by the bearing strength of the soil; this gives
the square feet of area needed.N , .
Certain Teed and Installation
Code 40-22-16'1­1
5/1175 2-15

06/02/87 MUN 15-ID FAIL 818 527 0859 ilsl-XINS'L'un 'i+uui
ra
MANUFACTURER'S CERTIFICATION
GIASKET- JOINT
PR200, PR160., PR125 and PR100 PIVC , Pi PE �
This Is to certify that the products herein reterredtoand menutacturedbyNQR7NAIb ERICANPIPECORPORATION
meet or exceed the requfrernents of fire pertinent standards and requWlAg agencies as indlaeted:
MATERIALS —PVC materials used in PR200, PR160, P13125, and PR100 pipe, manufactured by
NORTH AMERICAN PIPE CORPORATION, comply with ASTM Standard D-1784 and are approved by National
Sanitation Foundatlon for potable water use. Pipe is made from a virgin PVCcpmpound with acell classification of
12454-R the established hydrostatic -design -basis (HDS) rating is 4,000 psi at 73.4dE (2Tq. The Standard
Thermoplastic Pipe Materlal Designation Code is PVC 1120_
PIPE —Physical dimensions and toierancea' of PR200. PR160, PR125 and PR100 pipe, manufactured by
NORTH AMERICAN PIPE CORPORATION, are within the requirements of ASTM Standard D-2241, Product
Standard PS-22-TO and the National Sanitation Foundation Standard 14. Belled -end PR200, PR1 e0, PR125, and
PR100 pipe made forgasket joints by NORTH AMERICAN PIPE COR PORATION, meet$ the above specifications
including ASTM D-3139, White is the standard color with blue optional.
GASKET'S AND LU BRI CANTS — Gaskets and Lubricants are compatible wish tha plastic
material in NQFITH AMERICAN PIPE CORPORATION pipe and in combination with them will not adversely'alfect
the potable qualities of the water. Each gasket is factory installed ln'bell-ond.pipm Gaskets and joints meetBll
requirements far performance as specified in ASTM 0-31 S9 and F-477. All NORTH AMERICAN PIPE CORPORA-
TION gaskets are factory installed and have a steel reinforcing ring. (Locked -in)
FITTINGS — Gasketedfittings, supplied by NORTH AMERICAN PIPE CORPORATION, meet the requiredft
-
ments of ASTM Standards, f -3139. Said fittings are approved by the National Sanitation' Foundation for potable
water and have woridng pressures of 200 PSI a3 73.4"F unless otherWiise noted.
MARKMG —'PR200, PRIK PRi25, and PFIt40 pipe, are marked as pre=R)ed in ASTM Standard
D-2241 Le. nominal pipes siza8 type of plssttc pipe materfal, pipe dimension ratio, pressure rating. ASTM speciticarwri
designation number. manufacturer's name and code, and t1v Nattonal Sanibdion Foundation seal for potable water
IN PLANT TESTING —Per ASTM D-2241:
1. Pipe shall be homogeneous throughout and free from visible cracks, hates, foreign inclusions, and other defects.
2. wall Thickness, Outside Diameter, and Ovality - Once per hour. Method: ASTM D•2122.
3- QUICK f3UFW - Every eight hours Method: ASTM D-1599.
4, FLATTENING- Evsry eight hours. Method: ASTM D-2241 6.5.
5. IMPACT- Every eight hours Method -ASTM D-2444.
6. EXTRUSION QUAWY- Every eight hours. Method: 'ASTM D-2152
T. SUSTAINED PRESSURE -Twice per year. Melhod:.AMW D-159tL
11
Pepe 6

IPS CLASSES --- PVC GASKET PIPE
ASTM D -2241
(Quantity ficUred on 20 ft. , fencithsl
PR 100
SOR 41
0u�l4ff
Might
pkcas
13undla5
T.nx„mad
51zO
Diameter
wall
Fr. Foe;
&moo
TruOdoad
piacw FWa
21h"
2,875
.070
.4CY2
18$
12
232
44.64
3"
IWO
(18S
6D
125
12
1 Sw
3b,000
4"
4.500
AN
1.oG0
76
12
912
22a0
18240
1
6"
8.625
Z5
12Q28
392
0
.167
2.175
14
4014
8"
8.625
f0
31651
2a
4024
eA2
4,840
18
2018
20
4 020
f5
2 15
10''
10.750
i 262
rs 759
12
12
144
2 80
12"
iZ7S0
.310
8.134
a
608
98
1,qw
4
2tri4
6
Safi
9
2fr�3
PR 125 (SOR SZ5
Outside
wcigM
piecm
Bundfas
Truckload
size
DfMONr
Wall
Per Fops
Bur-Afo
T14CHOW
Pieces Footage
2"
2.375
A73
.346
2!�9
12
S 108
82,160
2Vz"
2-875
088 -
,5cf6
186'
12
&Va
44.W
3"
3.5U(S 1
.108
.757
125
12
1,500
30,000
4"
45154
.138
— - 1-246
76
18
912
18,240
6"
6.6M
28
12020
m
7,340
.203
2.720
14
4014
8"
B 62fs
2S6
4414
24
4024
242
4A40
1 s
2018
20
16
2015
10"
f0.75b
390
7.225
12
12
144
2,88p
12"
12.7W
.392
10,182
B
608
98
1,980
4
204
PR 160
SDR 26
OuUide
w1t%rtt•
Fie=
BMW
Truckload
sire
MAMO*
wan
Per Foot
8tutdle
TruddDed
Places
1.91}0
274
2�
24
4jM
97,440
2875
AI
A28
29P
12
aloe
62,180
232"
Lan
.110
-w
186
12
k,23z
44,640
3"
3500
.135
A38
125
12
1,15oQ
4"
4-=
.173
1.549
76
i2
912
--N.—OW
18,240
6"SAM
2%
a 37,
28
392
7AM
14
4014
8"
&625
5.731
24
4024
242
4,840
19
2018
20
49M
15
2015
TO
14.7S0
.413
8.940
12
12
144
2.890
12"
17-750
.490
121627
8
98
1,A80
4
204
B
2 3
PaO 4 ifla AD" t1blis also to Cktcs 3i5 amW 113r WeR 77r'tlirtassea and Weights per Foot
1

.y0/VL/ Vi MVN
r
LARGE DIAMETER IRON -PIPE STANDARD 0. D. PVC PIPE
O NAPCO is expanding Its Tine Of IPS O.D. PVC pipes • Backed by NAPCO expedenco in lame diameter
to 1,V, 1 V, & i B". PVC supply lines, force mains, irrigation systems
* NAPCO PVC Pressure Pipes with pressure rating of 0 The deep be lls of thr3 NAPCO pipe joint With locked-
200 PSI (SDR 21j,160 PSI (SDR 26),125 PSI (SDR in gaskets provide unmatched performance, proven
32.5) and 100 PSI (SDR 41), in years of large diarneter pipe service.
* N.S.F. listed compound and pipe for potable water
applications. I PS CLASSES PVC GASKET PIPE
ASTM D-2241
(Quantity figured on 20 ft lengths)
I.P.S. O.D. PVC PIPE
SDR 21
Size
Outside
Diameter
Wall
Weight
Per Foot
Feet Per
Bundle
Feat Per
Trucidoad
14"
14.000
.667
18.770
12D"
1,e40'
18"
16.000
.762
24.636
120', 80', 60', & 40'
1,200'
1B"
18.000
.657 1
31.424
120'. N 80', & 40'
1,D00'
SDR 26
Size
Outside
Diameter
wan
Weight
Per Foot
Feet Per
Bundle
Feet Per
Truckload
14"
14.000
.5n
15.315
120'
1.1'W o
116.000
.615
20.248
120', 80', 601. & 40'
1,000'
18"
18.QQ4
.M
25.6.31
120', 80', 601, & 40'
SDR 32.5
Size
Outside
Diameter
I
Wall
Weight
Per Foot .
F"t Per
Bundle
Feet Per
Ti1K#doad
14"
14.OW
.431
12.344
120,
15"
16.000
.402
16.335
120'. 80', 61Y, & 40'
1,000'
18"
1 B.t�00
,554
20.�2
�,W,�av,', & 40-1
1,000'
SDR 41
Size
Outside
Dt meter
Wall
Weight
Per Foot
Farm Per
Bundle
Feet Per
Truckload
14"
14.000
.341
8.B57
120,
1,440'
16"
16.000
.390
13.038
12D', 801. 60', & 40'
1.000,
18"
18.000
.439
16.510
120', 80', 60', & 40-
1,DW'
Page a
0
N

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

r
Emergency Action Plan
This plan will be implemented in the event that wastes from you operations -are leaking, overflowing,
or running off the site. You should NOT wait until wastes reach surface waters or leave your
property to consider that you have a problem. You should make very effort to ensure that this does
not happen. This plan should be available to all employees at the facility, as accidents, leaks, and
breaks can happen at any time.
1) Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to problems are listed below:
a) Lagoon overflow:
e add soil to the berm to increase the elevation of the dam
r
• pump wastes to fields at an acceptable rate
• stop all additional flow to the lagoon (waterers)
• call a pumping contractor
• make sure no surface water is entering the lagoon
Note: These activities should be started when your lagoon level has exceeded the temporary
storage level.
b) Runoff from waste application field:
0 immediately stop waste application
0 create a temporary diversion or berm to contain the waste on the field
0 .incorporate waste to reduce further runoff
c) Leaking from the waste distribution system:
0 pipes and sprinklers:
O stop recycle (flushing system) pump
® stop irrigation pump
© close valves to eliminate further discharge
® separate pipes to create an air gap and stop flow
Page 1

• flush system, houses, solids separators:
stop recycle (flushing system) pump
® stop irrigation pump
© make sure no siphon effect has been created
® separate pipes to create an air gap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed
to flowing leaks:
• dig a small well or ditch to catch all seepage, put in a submersible pump, and
pump back, into the lagoon
• if holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
• other holes may be likewise temporarily plugged with clay soil.
Note: Forpermanent repair measures, lagoon problenas require the consultation of an individual
experienced in their design and installation.
2) Assess the extent of the spill and note any obvious damages.
a) Did the waste reach any surface waters?
b) Approximately how much was released and for what duration?
c) Any damage noted, such as employee injury, fish kills, or property damage?
3) Contact appropriate agencies.
a) During normal business hours, call your DWQ regional office: 910-395-3900; after hours,
emergency number: 900-858-0368 or 919-733-3942. Your phone call should include:
your name, facility, telephone number, the details of the incident, the exact location of the
facility, and the location or direction of movement of the spill, weather and wind
conditions, what corrective measures have been taken, and the seriousness of the
situation.
b) Your integrator: Goldsboro Hog Farms Division, Maxwell Foods, Inc.
919-778-3130 extension 1430
' c) If the spill leaves the property or enters surface waters, call the local EMS:
910-347-4270
Page 2

d) Instruct EMS to contact the local Health Department: 9 0-347-2154.
e) (For technical assistance)
Contact CES: 910-455-5873
Local NRCS office: 910-455-4472
4) Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems with
release of wastes from happening again.
5) Contact contract pumping and/or irrigation equipment companies:
a)
b)
c)
6) Contact dirt moving and/or heavy equipment companies:
a) - —
b)
c)
onsow•
Page.3

Section II
1. Waste Utilization Plan
2. WMP Certification

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Monday, December 02, 1996
Producer: Jody Cavanaugh
Farm Name: J & C Farms
P.O. Box 397
Richlands= 28574
Telephone # : [phone]
Type of Operation : Feeder to Finish Swine
Number of Animals: 5280 hogs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to
maximize the fertilizer value of the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the needs of the crop to be
grown and the nutrient contents of the waste. Do not apply more nitrogen than the. crop
can utilize. Soil types are important as they have different infiltration rates, leaching
potentials, cation exchange capacities, and avaialable water holding capacities. Normally
waste shall not be applied to land eroding at greater than 5 tons per acre per year. With
special pre -cautions, waste may be applied to land eroding at up to 10 tons per acre per
year. Do not apply waste on saturated soils, when it is raining, or when the surface is.frozen.
Either of these conditions may result in runoff to surface waters which is not allowed under
DEM regulations. Wind conditions should also be considered to avoid drift and downwind
odor problems. To maximize the value of the nutrients for crop production and to reduce the
potential for pollution, the waste should be applied to a growing crop or applied to bare
ground not more than 30 days prior to planting. Injecting the waste or dishing will conserve
nutrients and reduce odor problems. This plan is based on waste application through
irrigation for this is the manner in which you have chosen to apply your waste. If you choose
to inject the waste in the future, you. need to revise this plan. Nutrient levels for injecting
waste and irrigating waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. Acreage requirements should be based on the waste analysis report
from your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
i 2H.0217 adopted by the Environmental Management Commission.

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.) -
5280 hogs X 1.9 tons wastelhogslyear = 10032 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
6280 hogs X 2.3 Ibs PANlhogslyear = 12144 PAN/year
Applying the above amount of waste is a big job. You should plan time and have
appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the crop to be grown,
soil type and suface application.
TABLE I: ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
DETERMINING PRASE CODE NIACRE NIACRE USED TIME
189
1
NORFOLK 0-2°% .
BH
6.1
3051
01 5.4
1647
MAR-OCT
189
2
NORFOLK 2-6%
BH
6.1
305
01 10.5
3202.5
MAR-OCT
189
4
GOLDSBORO 0-2°%
BH
6.5
325
Oj 20
6500
MAR-OCT
189
- 4
GOLDSBORO 0-2%
SG
1
50
0 20
1000
SEP-MAY
TOTALS: 12349.5
-- Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zane Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
s

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE _
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate land. See required specifications 2.)
There are no Acres Leased
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
* Acreage figures may exceed total acreage in field due to overseeding.
**Lbs AW N (animal waste nitrogen) equals total required nitrogen less any commercial
nitrogen (COMM N) supplied_ .
The following legend explains the crop codes used in TABLES 1 and 2 above:
CROP CODE CROP UNITS LBS NNNiT
BH HYBRID BURMUDAGRASS-HAY TONS 50
SG SMALL GRAIN OVERSEEDED AC 50
0
5

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 1 _35.91 12,350
TOTALS: 1 35.9 12,350
AMOUNT OF N PRODUCED: 12,144
— BALANCE -206
— This number must be less than or equal to 0 in order to fully utilize the animal
waste N produced.
Acres. show in each of the proceeding tables 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.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 1953.6 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
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.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume
of waste being stored in your structure be within 1.8 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE jinlhr) ANIT (inches)
189
2
NORFOLK 2-6%
BH
0.50
'1
189
1
NORFOLK 0-2%
BH
0.50
'1
189
-4
GOLDSBORO 0-2%
SG
0.50
'1
189
4
GOLDSBORO 0-2%
BH
0.5o
'1
* 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 the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application.
Any discharge of waste which reaches surface water is prohibited. Illegal discharges are
subject to assessment of civil penalties of $10,000 per day by the Division of Water Quality
for every day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a
copy of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. it is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic
crop yields based on soil type, available moisture, historical data, climate conditions, and
level of management, unless there are regulations that restrict the rate of application for
other nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS)
or an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no
greater than 10 tons per acre per year and appropriate filter strips will be used where runoff
leaves the field. These filter strips will be in addition to "Buffers" required by DEM. (See
FOTG Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
6. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil
incorporated on conventionally tilled cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application does not occur during a
season prone to flooding. (See "Weather and Climate in North Carolina" in the NRCS
Technical Reference - Environment file 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 conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is
not covered with waste to a depth that would inhibit growth.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
11 Anv naw cwina far:ility sitari nn nr after nr:tnhp.r 1 1 GA, shall r.mmnlv with the Hinwinn-

the outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste
other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
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 croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application 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.
*1 i. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and 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. Lagoon.
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 as a preemergence with no other 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 fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least
annually at crop sites where waste products are applied. Nitrogen shall be the rate -
determining element. Zinc and copper levels in the soils shall be monitored and alternative
crop sites shall be used when these metals approach excessive levels. pH shall be

adjusted for optimum crop production amd maintained. Soil and waste analysis records
shall be kept for five (5) years. Poultry dry waste application records shall be maintained for
three (3) years. Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Agriculture regulations.
* Liquid Systems
0

NAME OF FARM: J & C Farms
OWNER 1 MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the
farm named above. I (we) know that any expansion to the existing design capacity of the
waste treatment and/or storage system or construction of new facilities will require a new
utilization plan and a new certification to be submitted to DEM before the new animals are
stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation
equipment, to land apply the animal waste desdribed in this waste utilization plan. This
equipment must be available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1-day storm event. 1 also certify that the waste will be
applied on the land according to this plan at the appropriate times and at rates that no
runoff occurs.
NAME OF FACILITY OWNER: Jody Cavanaugh
SIGNATURE: /",/-) DATE: i"✓ 0/ _9Z
NAME OF MANAGER (if different from owner):
please print
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: George H. Pettus
AFFILIATION: Goldsboro Hog Farms, Inc.
ADDRESS (AGENCY): PO Box 10009
Goldsboro, NC 27532
[phone]
SIGNATURE: DATE: o' " -1 `17
0
PanQ9af9

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
r--
t Existing or Ne v or Expanded (please circle
Name of Farm: Z'd C Ir-AV-Ms Facility No:-
Owner(s) Name: ;Ta7q 6AVANAru6-t-I Phone No:11t0-3i4 - 4Z56
Mailing Address: Z8 5-74
Forth Location: County Farm is located in:
Latitude and Longitude: 3q ° 651 25,, 1 77° 3b ` 16"
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.):
O&!V!-escri tla ion:: '
Type of Swine No. of Animals
D Wean to Feeder
;4 Feeder to Finish 52rb4
:1 Farrow to Wean
D Farrow to Feeder
_l Farrow to Finish
Type of Poulrry- No. of Animals Type of Cattle No. of Animals
* Layer O Dairy
D Pullets ❑ Beef
Other Type of Lfi•estock.- Number of Animals.
Expanding Operation Only
Previous Design Capacity:
= AdditiorurI Design Capacity.
Total Design Capacity:
Acrea�te Available for Application: 6a•2 Required Acreage: 35.01
Number of Lagoons 1 Storage Ponds : t Total Capacity: 114 171'325 Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or <NO (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (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-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 nunimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be filed at She farm and at the
office of the local Soil and Water Conservation District. 1 (we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservation District prior to implemeni,ation, 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.
Dame of Land Owner : � � a'o��► CWAW*uC- L.
Sicyrtatttre• w. Date: �7
b
Name of Alanager(if different from owner),
"4#%,
Signature: _ _ _ Date:
AWC --'January 1. 1997 ' 1

r Technical Specialist Certification
i. As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 5F .0005. I certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM)
as specified in 15A NCAC 2H.0217 and the USDA-Naturai Resources Conservation Service (NRCS) andlor the North
Carolina Sail and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC bF .0001-.0005. Tbc
following elements are included in the plan as applicable. While each category designates a technical specialist who may
sign each certification (SD. SI, WUP, RC, I), the technical specialist should only certify parts for which they are technically
competent. -';'
IL Certification of Design
A) Collection, Storage. Treatment System
Check the appropriate box
❑ Existing_ facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization
requirements.
New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,
have been designed to meet or exceed the -minimum i�jqi and specifications.
CAPQa,,��
Name of Technical Specialist (Please Prnt);}�`�¢���:'��
Affiliation: M . 07- i a'� Aclwr . ?, t0 .
Address (Agency):.
<OYD Nd) .
B) Land lica t n 'te (WUP) f�iintts�;'�
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management•, hydraulic and nutrient loading rates.
Name of Technical Specialist (Please Print); N • Pt± rrrois
Affiliation: sty a+�. coups�sarro� r—�-�Ms tv��lu- �aavx
Address(Agency): F. o. $ox I o0041 Gcws aorre N G 2753z Phone No.:
Signature: _ .. _. Date: 31 Df-6 qb
C) Runoff ContrgI5 f E4erior Lots
Check the appropriate box
' Facili v without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
0 EaciIity with exterior lots (RC)
.Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS. ,
Name of Technical Specialist (Please Print): 6, Vvx.6 E W- Pis
Affiliation:
Addrecs(Agency): Phone No.:
Si41'11a(Ure:. Date: 3' Dec.g6
AWC -- JWILIary 1, 1997 1 2

D). Application and Handling Equipmgnt
Check the appropriate box
❑ Existina or expanding facility with existing waste application equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design chars and tables and is able to apply waste as necessary to accommodate the
waste management plant: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established; required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
2"'New—expanded. or existine facility without exis
On waste at,alication eouitiment for spray
tmgatton. (1)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan. (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan). =
❑ ew, expanded, r existing facility withow e ' ti o waste application &Quipment for land
spreading not using spray irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulijt4ftPr f utrient loading rates; a schedule for timing of
applications has been established; required buffers p►i3 � Me4; calibration and adjustment guidance are
SS
contained as part of the plan). •�O�'C•• �•••.4••O(,
.+.,�
Name of Technical Specialist (Please Print):sit A
Affiliation: - 73
Address(Agency):P.O. �6 [<e►�ws:,`.Il _ ni�•F„z;"t3 .� ��'_PhaneNa.: 4td-Z4�-trla
Signature: ./y_ ;ai �- ''+�-^. �L... Date i(2z193
dl/ - 1111111tt0,1.-
E) Odor Control Insect Control Iortalit • Management and Emergency Action Plan D
ST. AVUP, RC or I)
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and 'insects
have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): • Pam`+ s
Affiliation:
Address(Agency): Phone No.:
Signature: - - -- - Date:_ 22 1L%? C1
F) Written Notice of °ew 0,Expanding Sivine P,arm
The follo%%ing signature blo nly,to be used for new or expanding smine farms that begin construction after June
21, I996. If the facility was built before June 21, 1996, when was it constructed or last expanded + '
I (we) certify that I (we) have attempted to contact by certified mail all adjoining property owners and all property owners .
who ok;.n property locaied across a public road,street, or highway from this new or expanding swine farm. The notice was in
compliance with the requirements of NCGS 106-805. A copy of the notice and,a list.of the property owners notified is
attached.
Name of Land O%rrter
Signature:
Name of N ana,Ker(if different frotri owner):
Date: O2, `%z._
Si -nature
ANN"C -- January 1, 1997
ate:

III. Certification of Installation
A) S; llection. Storage. Ireatmentlns_ tallaLon
w, e2jI2ga&_d__gr relroDued(S1)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications. -
For existing facilities without retrofits, no cert{fteation is necessary.
Name of Technical Specialist (Please Print):
46064
Address(Agency
Signature:
ate: _213f 197
B) Land Application 5itg OVUP) ~��, � •;�NQIN�;�� ��.��
Check the appropriate box �'•.,'�LpYD A'?P��.�`
The cropping system is in place on all land as specified in the animal waste management plan.
❑ Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping system
as specified in the waste utilization plan has not been established and the owner has committed to establish the
vegetation as specified in the plan by (month/day/year); the proposed cover crop is appropriate
for compliance with the wasteutilizadon plan. .
0 Also check this box if appropriate
if the cropping system as specified in' the plan can not be established on newly cleared land within 30 days
of this certification, the owner has committed to establish -an interim crop for erosion control;
Name of Technical Specialist (Please Print): GIFOW-e 1-6 Pfrr^5
Affiliation:
Address(Agency):
Signature:
hone No.:
This following sign re lack is only to be used when the box for conditional approval in III. B
above has been checked.
I (we) certify that I (we) have committed to establish the cropping system as specified in my (our) waste utilization plan, and
if appropriate to establish the interim crop for erosion control, and will submit to DEM a verification of completion from a
Technical Specialist within 15 calendar days following the date specified in the conditional certification. I (we) realize that
failure to submit this verification is a violation of the waste management plan and will subject me (us) to an enforcement
action from DEM.
Name of Land Owner
Signature:.,
Name of Mana
f different from owner):
Date: 9
Signature: Date:
ANVC -- January 1, 1997

C) un f on ro r er' (RC)
Fari itv with exteriQi lots
1%lethods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified
in the plan.
r -
For faciliries without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
D) Application and Handlirig Eguipment Installation MIUP or 1)
Check the appropriate block
❑ Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration
and adjustment materials have been provided to the owners and are contained as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been installed but the owner
has proposed leasing or third party application and has provided a signed contract; equipment specified in the
contract agrees .with the requirements of the plan; required -buffers can be maintained; calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
R" Conditional approval: Animal waste application and handling equipment specified in the plan'has been
purchased and will be on site and installed by I I„L128 (month/day/year); there is adequate storage to
hold the waste until the equipment is installed and u `Ei�tiF waste can be land applied in accordance with the
cropping system contained in the plan; and cao�rpstment guidance have been provided to the
owners and are contained as e art of the plan.
P P %�.OQ..,..�..,,,,.
Name of Technical Specialist (Please Print): ;t~
Affiliation:
Address (Agency): 9.6. ZQ 10951~ieC �' ; = Phone No.: 916496-w) d
nature: i�. �.�,� ►�I ''• '1��''c
SigGIt�E�Q;. �.��_
.. � �s--�—...*,^�-�� Date:
The following signature block is only to be used whNittbAl% `tor'conditional approval in III D
above has been checked.
I (we) certify that I (we) have committed to purchase the animal waste application and handling equipment as
specified in my (our) waste management plan and will submit to DEM a verification of delivery and installation
from a Technical Specialist within 15 calendar days following the date specified in the conditional certification. I
(eve) realize that failure to submit this verification is a violation of the waste management plan and will subject me
(us) to an enforcement action from DEM.
Name of Land Owner:
Signature:_,
Name of Ma
:30p14 CA-✓A-}.1 Air
different frcfm owner):
Date: D 7 ; f` 9�
Signature: Date:
E) Odor Control, Insect Control and Mortality 1\12nagement (SD, SI, WUP, RC or X)
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
name of Technical Specialist (Please Print):' &eo'RC>e H. E-Tms
Affiliation:
Address(Ag ency
Signature:
A`1'C -- Januarn' 1,1997
hone No.:
Date: 31 army a7

Please return the completed form to the Division of Water Quality at the following address:'
Department of Environment, Health, and Natural Resources t
Division Of Water Quality
Water Quality Section, Compliance Group .
- « . P.O. Box 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal --Waste :. '.,
Management Plan to the local Soil and Water Conservation District Office and to keep a copy In
your files with your Animal Waste Management Plan.
i
ANVC -- January I, 1997 6

Swine Farm Waste Management Odor Control Checklist
Source Cause HMlPs to Minimize Odor Site Specific Practices
Farmstead • Swine production JZ - Vegetative or wooded buffers;
fS Recommended best management practices;
® Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals El Dry floors
Floor surfaces • Wet manure -covered floors ® Slotted floors;
k3 Waterers located over slotted floors;
❑ Feeders at high end of solid floors;
O Scrape manure buildup from floors;
❑ Underfloor ventilation for drying
Manure collection pits • Urine; ❑ Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
❑ Underfloor ventilation
Ventilation exhaust fans • Volatile gases; flit Fan maintenance;
Dust 0 Efficient air movement
Indoor surfaces • Dust A Waslydown between groups of animals;
® Feed additives;
❑ Feeder covers;
R Feed delivery downspout extenders to feeder
ce*ers
Flush tanks Agitation of recycled lagoon O Flush tank covers;
liquid while tanks are filling p Extend Sill lines to near bottom of tanks with
anti -siphon vents
Flush alleys Agitation during wastewater ❑ Underfloor flusli-with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon i8i . Fxtend recharge lines to near bottom of pits
liquid while pits arc filling with anti -siphon vents
Lift stations • Agitation during sump tank ❑ Sump tankcovers
filling and drawdown
Outside drain collection • Agitation during wastewater ❑ Box covers
or junction boxes conveyance

Source Cause BMPs to Minimize Oddr Site Specific Practices
End of drainpipes at • Agitation during wastewater Ig Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; lid Proper lagoon liquid capacity;
• Biological mixing; 9 Correct lagoon startup procedures;
• Agitation I0 Minimum surface area -to -volume ratio;
IR Minimum agitation when.putnping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler • High pressure agitation; 9 Irrigate on dry days with little or no wind;
noules . Wind drift 19 Minimum recommended operating pressure;
® Pump intake near lagoon liquid surface;
❑ Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition; ❑ Bottom or midlevel loading;
surface Mixing while filling; Cl Tank covers;
• Agitation when emptying ❑ Basin surface mats of solids;
❑
Proven biological additives or oxidants
Settling basin surface •
Partial microbial decomposition;
❑
Extend drainpipe outlets underneath liquid
•
Mixing while filling;
level;
•
Agitation when emptying
❑
Remove settled solids regularly
Manure, slurry or sludge •
Agitation when spreading;
❑
Soil injection of slurry/sludges;
spreader outlets .
Volatile gas emissions
❑
Wash residual manure from spreader after use;
❑
Proven biological additives or oxidants
Uncovered manure, +
Volatile gas emissions while
❑
Soil injection of slurry/sludges
slurry or sludge on field
drying
❑
Soil incorporation within 49 hrs.;
surfaces
13
Spread in thin uniform layers for rapid drying;
❑
Proven biological additives or oxidants
Dead animals •
Carcass decomposition
CK Proper disposition of carcasses
Dead animal disposal •
Carcass decomposition
❑
Complete covering of carcasses in burial pits;
pits
❑
Proper location/consiruction of disposal pits
Incinerators 0
Incomplete combustion
0
Secondary stack burners

Source Cause BMPs to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; 1$ Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads Jg Farm access road maintenance
public roads from farm
access
Additional Information:
Available From :
Swine Manure Management; 0200 Rule/BMP Packet
NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; ERAE Fact Sheet
NCSU - BAE
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-89
NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;. EBAE 103-83
NCSU - BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU - BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
.. ,nr - NTn.,r.,.1,r, t T. 1096, Pare 5

Insect Control Checklist for Animal Operations
Source Cause
DNCPs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids
13 Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
0 Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids
X Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Excessive Vegetative Decaying vegetation
ST Maintain vegetative control along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along walees edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage © Design, operate and maintain feed systems (e.g.,
bunkcrs and troughs) to minimize the
accumulation of decaying wastage.
N Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter).
Feed Storage Accumulations of feed residues 0 Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
0 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
....-• , , i innr• Fare l

Source Cause
Animal Holding Areas • Accumulations of animal wastes ❑
and feed wastage
Dry Manure Handling Accumulations of animal wastes ❑
Systems
l7
BINPs to Control Insects. Site Specific Practices
Eliminate low areas that trap moisture along
fences and other locations where'waste
accumulates and disturbance by animals is
minimal.
Maintain fence rows and filter Strips around
animal holding areas to minimize
accumulations of wastes (Le., inspect for and
remove or break up accumulated solids as
needed).
Remove spillage on a routine basis (e.g., 7 - 10
day interval during summer, 15-30 day interval
during winter) whert manure is loaded for land
application or disposal.
Provide for adequate drainage around manure
stockpiles.
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.

Mortality Management Methods
{check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
3 Rendering at a rendering plant licensed under G.S. 106-168.7
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
® Any method which in the professional opinion of the State Veterinarian would
make possible'the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 19, 1996

Section IV
Maps (Field Numbers)

IRRIGATION DESIGN
Jody Cavenaugh
SCALE: I" = 300'
N
CP

LEGEND
o HYDRANT LOCATION
O PUMP LOCATION
o-0 6" MAIN LINE
it THRUST BLOCKING
�Z BUFFER
NOTES:
1) THRUST BLOCKING SHALL BE PROVIDED AT ALL BENDS, TEES, DEAD
ENDS AND OTHER SPECIAL FT[TINGS WHICH REQUIRE RESTRAINING.
2) MAINLINE PIPE SHALL BE b' PVC PR 2W (SDR 2i) AND SHALL BE BURIED
TO HAVE AT LEAST 3 FEET OF COVER.
Prepared by: M. Floyd Adams, P.E.
Date: July 2Z 1997

Revised January 22, 1999
JUSTIFICATION & DOCUMENTATION FOR MANDATORY WA DETERMINATION
Facility Numberr- rt
Farm Name- 7T4 L 1�� t-5-
On -Site Representative:
inspector/Reviewer's Name:
Date of site visit:
Date of most recent WUP: �5
i
Operation is flagged for a wettable
acre determination due to failure of
/ Part 11 eligibility item(s) F1 F2 F3 F4
y Operation not required to•secure WA
determination at this time based on
exemption El U E3 E4
Annual farm PAN deficit: f pounds
Irrigation System.(s) - circle tG1 hard -hose traveler, 2. center -pivot system; 3. linear -move system;
4.' stationary sprinkler system w/permanent pipe; 5. stationary sprinkler system w/portable pipe;
6. stationary gun system w/permanent pipe; 7. stationary gun system wlportable 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 D�{D3 in-igatian 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 It. Complete eligibility
checklist, Part II - F1 F2 F3, before completing computational table in Part 111).
PART 11. 75% Rule Eligibility Checklist and Documentation of WA Determination
Requirements. WA Determination required because operation fails one of the eligibility
requirements listed below:
F1 Lack of acreage which resulted in over application of wastewater (PAN) on spray
field(s) according to farm's last two years of irrigation records.
F2 Unclear, illegible, or lack of information/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 field(s)'s acreage in excess
of 7.5% of the respective field's total acreage as noted in table in Part ill.

Re ised January 22, 19:
Facility Number -
Part 111. Field by Field Determination of 75% Exemption Rule for WA Determination
TRACT
NUMBER
FIELD
NUMBER"
TYPE OF
IRRIGATION
SYSTEM
TOTAL
ACRES
CAWMP
ACRES
FIELD
%
COMMENTS3
I
i
1
j
'
'I
I
I
i
�
I`I
jJI
k
FIELD NUMBER'
- hvdrant. Dull_ zone_ or point numbers may be used in Dface of field numbers deoendino on CAWMP
and type of irrigation system_ If pulls, etc, cross more than one field, inspector/reviewer will have to combine fields to
calculate 75% held by field determination for exemption if possible; otherwise operation will be subject to WA
determination.
FIELD NUMBER2 - must be clearly delineated on map.
COMMENTS' - back-up fields with CAWMP acreage exceeding 75% of its total acres an-d having received less than 50%
of its annual PAN as documented in the farm's previous two years' (1997 & 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.

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor Ll
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Jody Cavanaugh
J&C Farms
PO Box 397
Richlands NC 28574
Dear Jody Cavanaugh:
DEC 2 3 1997
December 15, 1997
Subject: Certificate of Coverage No. AWS670087
J&C Farms
Swine Waste Collection, Treatment, Storage
and Application System
Onslow County
In accordance with your application received .on September 23, 1997, we are forwarding this
Certificate of Coverage (COC) to Farm No. 67-0087, 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
mana-ement of animal waste from the J&C Farms, located in Onslow County, with an animal capacity of
no greater than 5280 Feeder to Finish and the application to a minimum of 35.9 acres of land as specified
in the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until December 31, 2001, Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit, the facility's CAWMP, and this COC, with no discharge of
wastes to surface waters. An adequate system for collecting and maintaining the required monitoring data
and operational information must be established for this farm. Any increase in waste production greater
than the certified design capacity or increase in number of stocked animals above the number authorized by
this COC will require a modification to the CAWMP and this COC and shall be completed prior to actual
increase in either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General
Permit or the CAWMP may result in the revocation of.this COC.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This
request shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be
submitted to the DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge pen -nit 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.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/1 0% post -consumer paper,

Certificate of Coverage AWS670087
Jody Cavanaugh
Page 2
The subject farm is located in the Wilmington Regional Office. The Regional Office Water Quality
Staff may be reached at [phone]. 1f you need additional information concerning this COC or the
General Permit, please contact Katharine Keaton at [phone] ext. 533.
Sincerely,
/A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Onslow County Health Department
Wilmington Regional Office, Water Quality Section
Onslow County Soil and Water Conservation District
Permit File

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
Mr. Jody Cavanaugh
P.O. Box 397.
Richlands, NC 28574
Dear Mr. Cavanaugh:
ffl�!' V _V
E)EHNF=1
October 31, 1997 RECEIVED NOV 0 5 1597
Subject: Application No. AWS670087
Additional Information Request
JC Farm
Facility # 67-87
Animal Waste Operation
Onslow County
The Non -Discharge Permitting Unit has completed a preliminary review of the subject application. Additional
information is required before we can continue our review. Please address the following by December 1, 1997:
1) A Site Schematic was not included in the Certified Animal Waste Management Plan. Please submit two (2)
copies of the Site Schematic for your facility.
2) A Site Evaluation and Site Investigation were not included in the Certified Animal Waste Management Plan.
Please submit two (2) copies of each.
3) An Operation and Maintenance Plan was not included in the Certified Animal Waste Management Plan.
Please submit two (2) copies of your Operation and Maintenance Plan.
4) The Facility Design requirements were not included in the Certified Animal Waste Management Plan. Please
submit two (2) copies of your Facility Design requirements.
5) The Emergency Action Plan was not included in the Certified Animal Waste Management Plan. Please
submit two (2) copies of your Emergency Action Plan.
Please reference the subject permit application number when providing the requested information. All information
should be signed, sealed, and submitted in duplicate to my attention at the address below. The information requested by this
letter, must be submitted on or before December 1, 1997, or the Division will return your application as incomplete in
accordance with 15A N.C.A.C. 2H .0200 and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is a
violation of North Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the
Environmental Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 533.
Sincerely,
Katharine Keaton
Soil Scientist
Non -Discharge Permitting Group
cc: Wilnungton 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 RE4 CEA D «
Division of Water Quality SAP 15 1997
James B. Hunt, Jr., Governor Y.
Wayne McDevitt, Secretary p E H N !�
A. Preston Howard, Jr., P.E., Director
September 11, 1997
ERTIFIED MAIL
RETURN RECEIPT REQUESTED
Jody Cavanaugh
J&C Farms
PO Box 397
Richlands NC 28574
Farm Number: 67-87
Dear Jody Cavanaugh:
You are hereby notified that J&C Farms, 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 J R Joshi at [phone] extension
363 or Dave Holsinger with the Wilmington Regional Office at [phone].
V`)1*1-
cc: Permit File (w/o encl.)
Wilmington Regional Office (w/o encl.)
Sincerely,
Preston How d, Jr., P.E.
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 Environi
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governo
Wayne McDevitt, Secretary
Steve W. Tedder, Chairman
Jody Cavanaugh
J&C Farms
PO Box 397
Richlands NC 28574
Dear Mr. Cavanaugh:
DEC 2 1 Mj
LT.KMAI
0
E N R
Subject: Classification of Animal Waste Management Systems
Facility: J&C Farms
Facility ID #: 67-87
County: Onslow
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study Commission on
Agricultural Waste, was enacted by the North Carolina General Assembly on June 21, 1996. This bill
requires that a certified operator be designated as the Operator in Charge (OIC) by January 1, 1997, for each
animal waste management system that serves 250 or more swine, 100 or more confined cattle, 75 or more
horses, 1,000 or more sheep, or 30,000 or more confined poultry with a Iiquid animal waste management
system. Our records indicate that your facility is registered with the Division of Water Quality and meets
the requirements for designating an OIC.
A training and certification program is available for animal waste management system operators. For
information on the training programs please contact your local Cooperative Extension Agent. Operator
certifications are issued by the Water Pollution Control Systems Operators Certification Commission
(WPCSOCC). For information on the certification process, please contact the Technical Assistance and
Certification Unit at [phone]. The type of training and certification required for the operator of each
system is based on the.nature of the wastes to be treated and the treatment process(es) primarily used to treat
the animal waste. There are two types of animal waste management systems, type A and type B. Type A
animal waste management systems are generally used to treat waste generated by monogastric animals
which produce a low -fiber waste. Type B animal waste management systems are generally used to treat
waste generated by ruminants and other animals which produce a high -fiber waste. The type of training and
certification an operator receives should correspond with the type of system(s) they intend to operate. For
more information on the classification of your system please contact the Technical Assistance and
Certification Unit.
As the owner of an animal operation with an animal waste management system, you must designate an
Operator in Charge and must submit the enclosed designation form to the WPCSOCC. If you do not
intend to operate your animal waste management system yourself, you must designate an employee or
engage a contract operator to be the Operator in Charge. The person designated as the Operator in Charge,
whether yourself or another person, must possess a currently valid certificate of the appropriate type.
Sincerely,
Joseph B. McMinn, Supervisor
Technical Assistance and Certification Unit
cd/AW OIC Designation
Enclosure
cc: Wilmington Regional Office
Water Quality Files
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