310859_HISTORICAL_20171231

NORTH CAROLINA
Department of Environmental Qual

..: ;
North Carolina Department of Environment and NNW) -al Resources
Division of VVater Quaitty
Beverly laves Perdue Coleen H. SuMns
Governor Director
October 2, 2009
Phillip A. Brown
Heartland Farms
684 Old Chinquapin Rd
Beulaville, NC 28518
Subject: Erroneous Issuance of General Permit, and
Confirmation of Permit Rescission
Certificate of Coverage No. AWS310859
Heartland Farms
DupIin County
Dear Phillip A. Brown:
Dee Freerna-r;
5euretar'
Reference is made to the General Permit mailed to you on October 1, 2009. That permit was
mailed in error, and is not valid. This letter is to confirm that the permit rescission mailed to you
on Tune 15, 2009 is still valid. We apologize for any confusion that this may have caused.
Please contact the Animal Feeding Operations Unit at [phone] if it would be
helpful to discuss this matter further.
Sincerely,
Keith Larick
Animal Feeding Operations Unit
cc: Wilmington Regional Officej'�
Permit File AWS310859 OCT 0 2 2009
BY:
ncwate[guality.ofo
.;, n•. minim'=�Irr_ �._i�' _ �.'-.•E

NCDENR
North Carolina Department of Environment and Natural Resources
Beverly Eaves Perdue
Governor
Mrs. Beverly Brown
Heartland Farms
686 Old Chinquapin Rd
Beulaville, NC 28518
Dear Mrs. Brown:
Division of Water Quafity
Coleen H. Sullins
Director
June 15, 2009
31
Dee Freeman
Secretary
Subject: Rescission of Animal Waste Permit
Certificate of Coverage No. AWS310859
Heartland Farms
Duplin County
Reference is made to your request for rescission of the subject animal waste permit Certificate of
Coverage based on our conversation of June 12, 2009. Staff from the Wilmington Regional
Office has confirmed that the facility under the permit was never constructed. Therefore, in
accordance with your request, Certificate of Coverage No. AWS310859 is rescinded, effective
immediately.
If, in the future, you wish to operate an animal waste management system you must first apply
for and receive a new animal waste permit Certificate of Coverage. Operating an animal waste
management system without a valid animal waste permit Certificate of Coverage will subject the
responsible party to a civil penalty of up to $25,000 per day.
Please contact the Wilmington Regional Office at (910)-796-7215 if it would be helpful to
discuss this matter further.
Sincerely,
Coleen H. Sullins
t CJ
cc: Wilmington Regional Office
Technical Assistance and Certification Unit J U N 1 6 2009
Duplin County Soil & Water Conservation District
Fran McPherson, DWQ Budget Office BY
Permit File AWS310859
AQUIFER PROTECTION SECTION
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location 272B Capital Boulevard, Raleigh, North Carolina 27604
Phone: [phone] FAX 1: 919-715-0588; FAX 2: 919-715-60481 Customer Service: 1-877-623-6748
Internet: www.ncwateraualitv.ora
NorthCarolina
Naturally
An Equal opportunity 1 Affirmative Action Employer

4� 1NA T,�,
o �
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
PHILLIP A. BROwN
684 OLD CHNQUApiN ROAD
BEAULAVILLE NC 28518
Dear Phillip A. Brown:
1 �5 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
January 14, 2004
Subject: Notice of Violation and Revocation for Nonpayment
Heartland Farms
Permit Number: AWS310859
Duplin County
In accordance with North Carolina General Statute 143-215.10G, all animal operations who receive an animal
waste management system permit will be charged in each year of the term an annual permit fee. Annual permit fees are
billed following the issuance of the permit and then annually thereafter on the anniversary of that date. Your animal waste
management system permit was issued on 8/18/1997.
Your annual permit fee for the period of 8/18/2003 - 8/17/2004 is $150.00. Your payment was due 10/10/2003.
Because this fee was not fully paid within 30 days after being billed, this letter initiates action to revoke the subject permit,
pursuant to 15 NCAC 2H .0205 (c) (4). and G.S. t43-215.1 (b) (3).
Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required Annual
Animal Waste Management System Permit fee for your animal operation is received within that time. Operation of an
animal waste management system without a valid permit is a violation of North Carolina General Statute 143-215.1 and is
subject to the assessment of a civil penalty of up to $10,000 per day. Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If you have any questions, please contact Fran McPherson at [phone] ext. 210.
Sincer�,?
Alan W. Klimek, P.E.
cc: Non -Discharge Branch Compliance/Enforcement Unit
Wilmington Regional Office
Duplin County Health Department
Permit File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled 1 10% post -consumer paper

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
November 7, 2002
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
PHILLIP A. BROWN
684 OLD CHINQUAPIN RoAD
BEAULAVILLE NC 28518
Subject: Notice of Violation and Revocation for Nonpayment
Heartland Farms
Permit Number: AWS310859
Duplin County
Dear Phillip A. Brown:
In accordance with North Carolina General Statute 143-215.1 OG, all animal operations who receive an animal
waste management system permit will be charged in each year of the term an annual permit fee. Annual permit fees are
billed following the issuance of the permit and then annually thereafter on the anniversary of that date. Your animal waste
management system permit was issued on 8/18/1997.
Your annual permit fee for the period of 8/18/2002 - 8/17/2003 is 5150.00. Your payment was due 10/12/2002.
Because this fee was not fully paid within 30 days after being billed, this letter initiates action to revoke the subject perm -it,
pursuant to 15 NCAC 2H .0205 (c) (4)_ and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required Annual
Animal Waste Management System Permit fee for your animal operation is received within that time. Operation of an
animal waste management system without a valid permit is a violation of North Carolina General Statute 143-215.1 and is
subject to the assessment of a civil penalty of up to S 10,000 per day. Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If you have any questions, please contact Fran McPherson at [phone] ext. 210.
Sincerely,
Alan W. Klimek, P.E.
cc: Non -Discharge Branch CompliancelEnforcement Unit
Wilmington Regional Office
Duplin County Health Department
Permit File
1617 Mail Service Center, Raleigh, Forth Carolina 27699-1617 Telephone [phone] FAX [phone]
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State of North Carolina
Department of Environment
and Natural Resources
CEIV-.0
Division of Water Quality
NOV z 9 2001
FBY.
Michael F. Easley, Govemor
William G. Ross Jr., Secretary
Gregory J. Thorpe, Ph.D., Acting
Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
PHILLIP A. BROWN
684 OLD CmNQUAprN RoAD
BEAULAVILLE NC 28518
Dear Phillip A. Brown:
1 1LF!XA
•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
November 15, 2001
Subject: Notice of Violation and Revocation for Nonpayment
Heartland Farms
Permit -Number: AWS310859
Duplin County
In accordance with North Carolina General Statute 143-215. IOG, all animal operations who receive an animal
waste management system permit will be charged in each year of the term an annual permit fee. Annual permit fees are
billed following the issuance of the permit and then annually thereafter on the anniversary of that date. Your animal waste
management system permit was issued on 8/18/1997.
Your annual permit fee for the period of 8/18/2001 - 8/17/2002 is $150.00, Your payment was due 10/18/2001.
Because this fee was not fully paid within 30 days after being billed, this letter initiates action to revoke the subject permit,
pursuant to 15 NCAC 2H .0205 (c) (4)_ and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required Annual
Animal Waste Management System Permit fee for your animal operation is received within that time. Operation of an
animal waste management system without a valid permit is a violation of North Carolina General Statute 143-215.1 and is
subject to the assessment of a civil penalty of up to $10,000 per day. Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If you have any questions, please contact Fran McPherson at [phone] ext. 210.
Sincerely,
r . Thorpe,
cc: Non -Discharge Branch Comphance/Enforcernent Unit
Wilmington Regional Office
Duplin County Health Department
Permit File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
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State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt. Jr.. Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
PHILLIP A. BROWN
684 OLD CHINQUAPIN ROAD
BEAULAVILLE NC 28518
Dear Phillip A. Brown:
Tom_
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL. RE50URCE5
December 18, 2000
Subject: Notice of Violation and Revocation for Nonpayment
Heartland Farms
Permit Number: AWS310859
Duplin County
In accordance with North Carolina General Statute 143-215.10G, all animal operations who receive an animal
waste management system permit will be charged in each year of the term an annual permit fee. Annual permit fees are
billed following the issuance of the permit and then annually thereafter on the anniversary of that date. Your animal waste
management system permit was issued on 8/18i 1997.
Your annual permit fee for the period of 8/18/2000 - 8/17/2001 is $150.00, Your payment was due 10/6/2000_
Because this fee was not fully paid within 30 days after being billed, this letter initiates action to revolve the subject permit_
pursuant to 15 NCAC 2H .0205 (c) (4). and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required Annual
Animal Waste Management System Permit fee for your animal operation is received within that time. Operation of an
animal waste management system without a valid permit is a violation of North Carolina General Statute 143-215.1 and is
subject to the assessment of a civil penalty of up to S10,000 per day. Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
If you have any questions, please contact Fran McPherson at [phone] ext. 210.
Sincerely,
Kerr T_ Stevens
cc: Non -Discharge Branch Compliance!Enforcement Unit
Wilmington Regional Office
Duplin County Health Department
Permit File
1617 Mail Service Center. Raleigh, North Carolina 27699-1617 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled 1 10% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Bill Holman, Secretary
Kerr T. Stevens, Director
Phillip A. Brown
Heartland Farms
684 Old Chinquapin Road
Beaulaville NC 28518
Dear Phillip A. Brown:
IT 0 0
NCD-ENR
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURAL- RESOURCES
December 30, 1999
Subject: Fertilizer Application Recordkeeping
Animal Waste Management System
Facility Number 31-859
Duplin County
This letter is being sent to clarify the recordkeeping requirement for Plant Available Nitrogen (PAN)
application on fields that are part of your Certified Animal Waste Management Plan.
In order to show that the agronomic loading rates for the crops being grown are not being exceeded, you
must keep records of all sources of nitrogen that are being added to these sites. This would include nitrogen
from all types of animal waste as well as municipal and industrial sludges/residuals, and commercial fertilizers.
Beginning January 1, 2000, all nitrogen sources applied to land receiving animal waste are required to
be kept on the appropriate recordkeeping forms (i.e. IRR1, IRR2, DRY1, DRY2, DRYS, SLUR1, SLUR2,
SLD1, and SLD2) and maintained in the facility records for review_ The Division of Water Quality (DWQ)
compliance inspectors and Division of Soil and Water operation reviewers will review all recordkeeping during
routine inspections. Facilities not documenting all sources of nitrogen application will be subject to an
appropriate enforcement action.
Please be advised that nothing in this letter should be taken as removing from you the responsibility or
liability for failure to comply with any State Rule, State Statute, Local County Ordinance, or permitting
requirement.
If you have any questions regarding this letter, please do not hesitate to contact Ms. Sonya Avant of the
DWQ staff at [phone] ext. 571.
Sincerely,
'4 Kerr T. Stevens, Direct
Division of Water Quality
cc: Wilmington Regional Office
Duplin County Soil and Water Conservation District
Facility File
1617 Mail Service Center, Raleigh, North Carolina 27699-1617 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

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
November 23, 1999
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Phillip A. Brown
684 Old Chinquapin Road
Beaulaville NC 28518
1 ." T r
•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Notice of Violation and Revocation for Nonpayment
Heartland Farms
Permit Number: AWS310859
Duplin County
Dear Phillip A. Brown:
In accordance with North Carolina General Statute 143-215.10G, all animal operations who receive an animal
waste management system permit will be charged in each year of the term an annual permit fee. Annual permit fees are
billed following the issuance of the permit and then annually thereafter on the anniversary of that date. Your animal waste
management system permit was issued on 8/18/97.
Your annual permit fee for the period of 8/I8/99 - 8/17/2000 is $150.00. Your payment was due 10/14/99.
Because this fee was not fully paid within 30 days after being billed, this letter initiates action to revoke the subject permit,
pursuant to 15 NCAC 2H .0205 (c) (4). and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required Annual
Animal Waste Management System Permit fee for your animal operation is received within that time. Operation of an
animal waste management system without a valid permit is a violation of North Carolina General Statute 143-215.1 and is
subject to the assessment of a civil penalty of up to $10,000 per day. Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
P.O. Box 29535
Raleigh, North Carolina 27626-0535
If you have any questions, please contact Fran McPherson at [phone] ext. 210.
j�/ Sincerely,
'1� f
Kerr T. Stevens
cc: Non -Discharge Branch Compliance/Enforcement Unit
Wilmington Regional Office
Duplin County Health Department
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

.5tate of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
October 22, 1998
CERTIFIED MAIL
RETURN RECEIPT . TED
Phillip A. Brown
684 Old Chinquapin Road
Beaulaville NC 28518
ijr��
.%_ loom
mo��
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Notice of Violation and Revocation for Nonpayment
Heartland Farms
Permit Number: AWS3I0859
Duplin County
Dear Phillip A. Brown:
In accordance with North Carolina General Statute 143-215.10G, all animal operations who receive an animal
waste management system permit will be charged in each year of the term an annual permit fee. Annual permit fees are
billed following the issuance of the permit and then annually thereafter on the anniversary of that date. Your animal waste
management system permit was issued on 8/18/97.
Your annual permit fee for the period of 8/18/98 - 8/17/99 is $100.00. Your payment was due 10/3/98_ Because
this fee was not fully paid within 30 days after being billed, this letter initiates action to revoke the subject permit,
pursuant to 15 NCAC 2H .0205 (c) (4). and G.S. 143-215.1 (b) (3).
Effective 60 days from receipt of this notice, the subject permit is hereby revoked unless the required Annual
Animal Waste Management System Permit fee for your animal operation is received within that time. Operation of an
animal waste management system without a valid permit is a violation of North Carolina General Statute 143-215.1 and is
subject to the assessment of a civil penalty of up to $10,000 per day_ Your payment should be sent to:
N.C. Department of Environment and Natural Resources
Division of Water Quality
Budget Office
P.O. Box 29535
Raleigh, North Carolina 27626-0535
If you have any questions, please contact Fran McPherson at [phone] ext. 210.
Simcerel ,
f�
A. Prest� tdn Howard, Jr., P,E.
cc: Non -Discharge Branch Compliance/Enforcement Unit
Wilmington Regional Office
Duplin County Health Department
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled 110% post -consumer paper

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
July 31, 1998
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Mr. Phillip A. Brown
Phil Brown Swine Farm
684 Old Chinquapin Rd
BeaulavilIe NC 28518
1 ffl,�X;W,j
•
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANo NATURAL RESOURCES
Subject: Notice of Intent to Revoke Permit
Permit Number AWS310859
Duplin County
Dear Mr. Brown:
The subject facility was issued a Certificate of Coverage (COC) on August 18, 1997 authorizing
the construction and operation of a new swine waste management system. You were notified on
October 17, 1997 and also on June 1, 1998 regarding changes in the Swine Farm Siting Act and
advised to notify us of the status of construction and siting changes of the facility. You have
since notified us that the proposed farm can not meet the new requirements of the Siting Act.
In accordance with the requirements of NCAC 211.0213, you are hereby given notice that sixty
(60) days following your receipt of this letter, the Division of Water Quality intends to revoke
your permit unless you submit documentation that the facility was under construction prior to
August 27, 1997 or a revised Certified Animal Waste Management Plan is submitted to reflect
the new siting requirements.
If you have questions or comments concerning this matter, please contact Sue Homewood of our
staff at 919-733-5083 extension 502.
Sincerely,
A. Preston Howard, Jr., P.E.
Cc. Dan Oakley, Attorney General's Office
Wilmington Regional Office, Water Quality Section
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
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State of North Carolina
Department of Environme RECEi
and Natural Resources
Division of Water Quality DEC 3 1 1997
James B. Hunt, Jr., Governor I BY:
Wayne McDevitt, Secretary
Steve W. Tedder, Chairman
Phillip A. Brown
Heartland Farms
684 OId Chinquapin Road
Beaulaville NC 28518
Dear Mr. Brown:
[ D E N F1
Subject: Classification of Animal Waste Management Systems
Facility: Heartland Farms
Facility ID #: 31-859
County. Dup"
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 liquid 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,
�� ,x `*.�'
Joseph B. McMinn, Supervisor
Technical Assistance and Certification Unit
ed/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

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
June 26, 1998
Phillip A. Brown
Heartland Farms
684 Old Chinquapin Road
Beaulaville NC 28518
lk"- --V-T
loft
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT ANo NATURAL RESOURCES
Subject: Reissuance of Certificate of Coverage
No.AWS310859
Heartland Farms
Swine Waste Collection, Treatment, Storage and
Application System
Duplin County
Dear Phillip A. Brown:
The Division of Water Quality modified the Swine Waste Operation General Permit originally issued to
this facility on August 18, 1997. In accordance with the issuance of the revised General Permit, we are
forwarding this Certificate of Coverage (COC) to Phillip A. Brown, 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 Heartland Farms, located in Duplin County,
with an animal capacity of no greater than 3552 Wean to Feeder 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 AWS310859 dated August 18, 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 IL 10 regarding tree removal from lagoon embankments, Condition IH.1
regarding inspection frequency of the waste treatment, storage and collection system and Condition I1I.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_
PIease 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]
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Certificate of Coverage AWS310859
Heartland 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 DWQ prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the
right to apply for an individual non -discharge permit by contacting the engineer listed below for
information on this process. Unless such a request is made within 30 days, this COC shall be final and
binding.
The subject farm is located in the Wilmington Regional Office. The Regional Office Water
Quality Staff may be reached at [phone]. if you need additional information concerning this
COC or the General Permit, please contact J. R. Joshi at [phone] ext. 363.
Sincerely,
a
for A. Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District
Permit File

State of North Carolina
Department of Environment,
Health and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
August 18, 1997
Phillip A. Brown
Heartland Farms
684 Old Chinquapin Road
Beaulaville NC 28518
ILTI.K?FA
�EHNFi
Subject: Certificate of Coverage No. AWS310859
Heartland Farms
Swine Waste Collection, Treatment, Storage
and Application System
Duplin County
Dear Phillip A. Brown:
In accordance with your application received on July 23, 1997, we are forwarding this Certificate
of Coverage (COC) to Farm No. 31-859, authorizing the operation of an animal waste collection,
treatment, storage and land application system in accordance with the State's General Permit (attached).
This approval shall consist of the operation of this system including, but not limited to, the management of
animal waste from the Heartland Farms, located in Duplin County, with an animal capacity of no greater
than 3552 Wean to Feeder and the application to a minimum of 6 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.
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

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.
�. 'V a`" /
AUG 2 1 1997
Sincerely,
�A_ Preston Howard, Jr., P.E.
cc: (Certificate of Coverage only for all cc's)
Duplin County Health Department
Wilmington Regional Office, Water Quality Section
Duplin County Soil and Water Conservation District
Permit File

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
October 17, 1997
CERTIFIED MAUL
RETURN RECEIPT REQUESTED
Phillip A. Brown
684 Old Chinquapin Road
Beaulaville NC 28518
I N15VA
• •
L7EHN F=?L
Subject: Heartland Farms
COC No. AWS310859
Duplin County
Dear Phillip A. Brown:
The subject facility was issued a Certificate of Coverage (CDC) on 8/18/97 authorizing t'ie
operation of the animal waste collection, treatment, storage, and land application system in accordance
with General Permit No. AWG100000. On Aug. 27, 1997 Governor Hunt signed into law the Clean
Water Responsibility Act. The Clean Water Responsibility Act included several changes, to the Swine
Farm Siting Act (Siting Act) including the requirement that all set back distances be met for any swine
lagoon or swine house for which construction commences on or after the effective date of the Clean Water
Responsibility Act (Aug. 27, 1997). Before the Siting Act was amended, it required the set back distances
be met at the time the swine house or lagoon was sited. The change in siting requirements may apply to
your farm since construction may not have commenced by the effective date of the Clean Water
Responsibility Act.
Your farm was permittedd prior to the effective date of the Clean Water Responsibility Act;
therefore, you meet one of the exceptions to the moratorium. However, the farm must be re-evaluated
and, if necessary, re -designed to meet the new requirements of the Siting Act to remain covered under the
General Permit. Within 15 days of the date of this letter, you are requested to submit, notification to the
Division of Water Quality whether the farm was under construction on or before Aug. 27, 1997.
If the farm was not under construction on or before Aug. 27, 1997, then a revised Certified Animal
Waste Management Plan must be submitted to reflect the new siting requirements. Construction not in
compliance with the Siting Act is a violation of State Statutes and the General Permit.
If you have any questions or comments concerning this matter, please contact me at (919) 733-
5083 extension 540.
Sincerely,
Kim H. Colson, P.E., Supervisor
Non -discharge Permitting Unit
cc: Wilmington Regional Office, Water Quality Section
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
Division of Water Quality
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
A. Preston Howard, Jr., P.E., Director
July 23, 1997
A�4••
� T
�EH N F1
MEMORANDUM
To: Rick Shiver, Regional Supervisor
From: Mike Lewandowski, Environmental Enginee
State Engineering Review Group
Subject: Permits Applications for New facilities
Attached is a copy of the General Permit for Liquid Animal Waste Operations application package
for a new facility. This information is being provided so you may review the packages prior to
permit issuance. Please provide your comments by August 14, 1997. If no comments are
received by that date, we will assume that there are no objections, and permit issuance will
proceed.
If you have any questions, please contact me at [phone] ext. 362, or
[e-mail].

State of North Carolina
Department of Environment, Health and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Liquid Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the
Animal Waste Management Plan (AWMP) certification form, Part II, must be included
with this application prior to the application being accepted as complete.
Application Date: 7 1 Z 3 1 97
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.
Appligants Initials
1. One completed and signed original and two copies of the application for General Permit -_
Animal Waste Operations;
2. Three copies of a general location map indicating the location of the animal waste facilities and /
field locations where animal waste is disposed:
3. Three copies of pages 1-3 of the Animal Waste Management Plan (AWMP) Certification Form,
including Part E (Certification of Design Items A-F). If the facility does not have Pan 11 of the
AWMP completed, it must be completed prior to submittal of a general permit application for
animal waste operations.
4. Three copies of the Animal Waste Management Plan (AWMP) used for facility design.
II. GENERAL INFORMATION:
I. Farm's named 9eo t-44Q_ n J Li urt 5
2_ Print Land Owner's nan2e:
3. Mailing address: S d C�\ i cl; Q Rd.
City: (e� State: 7.,jp:
Telephone Number
4. County where farm is locatcd:
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): 77?Ke S21eoz _ o :Wo eEA14Wit�
CaAVO_ox ;2. MI4s3 . FikRK Zi Ate@gx Le�po' WE3rr" 05;75RlSo2_ AFp¢nx jy{,�E r(, TJAiT S"�18aLE_I&a¢
6. Print Farm Manager's name (if different from Land Owper):
7. Lessee's 1 Integrators name (if applicable; please circle which type is listj�Ld):
FORM: AWO-G-NE 3/21/97 Page I of 3

III. OPERATION INFORMATION:
1. Farm No_:
(county number); (facility number).
2. Please complete the table below as it applies to your facility using the certified design capacity. The "No. of Animals"
should be the maximum number for which the waste management structures were designed_
0 Wean to Feeder 355Z 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkcy
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# soa,)
Other Type of Livestock on the farm: _ .No. of Animals, o
3. Acreage cleared and available for application: 0.1 1 ; Required Acreage (as listed in the AWMP):
4. Number of Lagoons: 1 ; Total Capacity: 7,1,n 892- Cubic Feet (ft3)
Number of Storage Ponds: ; Total Capacity:
Cubic Feet (0)
5. Are subsurface drains present within 100' of any of the proposed application fields? YES or (�o (please circle cue)
6. Are subsurface drains present in the vicinity or under the proposed lagoon? YES or t� ra-+' (please circle one)
7. Does this facility meet the siting requirements in Senate Bill 1217? (Swine Only} YF or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sided? 4/Zo
What was the date that this facility's land application areas was sled?
IV. APPLICANT'S CERTIFICATION:
(Land Owner's name listed in question 112), attest that
this application for 1171e4 r--i 14rn d mat' 5 _ _(Farm name listed in question H.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 to me as incomplete.
S ignature —z =~= _ Date 7 2- z 9 7
V . MANAGER'S CERTIFICATION: (complete onIy if diffectnt from chit band Owner)
I, (Manager's name listed in question 1I.6), attest that this
application for (Farm name listed in question U-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 SOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
FORM: AWO-G-NE 3/21/97 Page 2 of 3

DIVISION OF WATER QUALITY REGIONAL OFFICES (9/96)
Asheville Regional WQ Supervisor
59 Woodfin Place
Asheville, NC 28801
[phone]
Fax [phone]
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Avery
Macon
Beaufort
Jones
Buncombe
Madison
Bertie
Lenoir
Since
McDowell
Camden
Martin
Caldwell
Mitchell
Chowan
Pamlico
Cherokee
Polk
Craven
Pasquotank
Clay
Rutherford
Curriwck
Perquimans
Graham
Swain
Dare
Pitt
Haywood
Transylvania
Gates
Tyrell
Henderson
Yancy
Greene
Washington
Jackson
Hertford
Wayne
Hyde
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
L1__
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3945
[phone]
Fax [phone]
Anson
Moore
Alexander
Lincoln
Brunswick New Hanover
Bladm
Richmond
Cabarrus
Mecklenburg
Carteret Onslow
Cumberland
Robeson
Catawba
Rowan
Columbus Peuder
Harnett
Sampson
Cleveland
Stanly
Duplrn
Hoke
Scotland
Gaston
Union
Montgomery
lredell
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
(910) 7714600
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
FORM: AWO-G-NE 3121/97 Page 3 of 3

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
Existin or or Expanded { lease circle one)
General Inform a``tii�on-
Name of Farm: 96 a r4/a n j r v w; 5 Facility No: --
Owner(s) Name-.Y-0AI IA Phone No: g/a --Z,079-95'zfD
Mail ing Address: aeu 'le. '.)k.SI k --
Fann Location: County Farris is located in: JU�L(N —
Latitude and Longitude: 34 54-' 00 nr 1770 461 z9 w
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): 7?-kg SRJsoz. 5ou--I F;'0-0n-r &F geg6L)01,ec Go l9PP&x . 2 n?,cFs.
a`AAQP,i3M APPRatc, _ 15an' Vje3-r Qfiy21SbZ ApFabx_. ic-i�=- 14. it,r-r •5219azo Isof_
Operation Descrintion:
Type of Su•ine No. of Animals
ii�vean to Feeder 3•c5'7—
D Feeder to Finish
J Farrow to Wean
J Farrow to Feeder
D Farrow to Finish
Type of Poultry No. of Animals Type of Cattle
�2 Layer G] Dairy
D Pullets _. :I Beef
No. ofAnimals
Other Ttpe of Livestock: Number of Animals. -
Expanding Operation Only
Previous Design Capacity: Additional Design Capacz6,
Total Design Capacity:�� �
Acreage Available for Application. H. t Required Acreage: G- 1
Number of Lagoons / Storage Ponds : t Total Capacity: 2��,Qr OZ _^— 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 than -made conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there mast 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 (eve) 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 DEM. or a new certification (if the approved plan is changed) within 60 days of a title transfer.
Name of Land Owner : $�
Signature: �,D��--�--� Date: z
Name of Alanager(if different from owner):
Signature:
II
ANVC -- January 1, 1997

Technical Specialist Certification
L As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005. I certify that the animal waste management system for the farm named above has an animal waste
mana-gement 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 -Natural Resources Conservation Service (NRCS) and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and 15A NCAC 6F .00OI-.00o5. The
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.
II. Certifxcah'on of Design
A) Collection Storage, Treatment System
Check the appropriate box
❑ Existing -facility without -retrofit (SD or WLTP)
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 systerns, lagoons and ponds,
have been designed to meet or exceed the minimurp sondards.and specifications.
Name of Technical Specialist (Please Print)` ct�.
Affiliation: M. �.� s . C'A Aa.
Address(Agency): t?a, 3ax IG9A Kona + �,:IIPe Or AIZ-H349 o Phone No.: %6 -Z4 n c)
r A
signature: ? Date: fn l
B) Land Application Site (WUP)
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): A-cw&gz L.- 4v B5 o K
Affiliation: Aaa4:, S. o C .
Address(Agency): �D. � , 4t[ ��w ty . C . �.S M S Phone No.: la 243- 343q-
Sigrtatme:-A8n.,)a _ _ -- ------Date:— 7/�D
C) Runoff Controls from Exterior Lots`
Check theeaappropriate box
0 Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
❑ Facility 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 N`RCS.
Name of Technical Specialist (Please Print):_��tAEkB!5C�,.t
Affiliation: a C
Address(Agency):
Signature:
C- 2-B 3gB Phone No.: 1/O ., 4qy —.39.3
Date: ZLZ447 _
A«'C -- January 1, 1997 2

D). Application and Handling _Equipment
Check the appropriate box
❑ Existing or expanding facility with existing waste apDlication a ui ment (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 plan_ (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).
R New, expanded, or existing facility without existing waste application equipment for sprax
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 pan of the plan).
0 New, exl2anded, or existing facility without existing waste a1212lication equipment for land
spreading not using spray irrigation. (VWUP 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 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).
Name of Technical Specialist (Please Print),1 ';` �J�'
%u �� ,: U� � •,tom .
Affiliation: PMACZA, �?I��
. ��,
Address(Agency): F.o. �, 1098 1C ,M-A- le,l2 , Phone No.:_ gin _zg[n- 109____
Signature: g• ^. .2- Date: -7(zz 19-7
E) Odor Control, Insect Control, N ortality I1�`4taa� gnband Emergency Action Plan (SD,
SI, WUP, 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
Manasement Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality l`4anagement Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): A-gbu ,+eo L- 1l08,5o,.4 _
Affiliation: 6A-Rua'syoaps Ttcc.
Address(Agency): ��• 6ox SSA Phone No.:4/b -j¢3�
Signature: Date:_ I2z ��1
F) Written Notice of New or Expanding Swine Farm
The foiloming signature block is only to be used for neµ or expanding swine farms that begin construction after June
21,1996. If the facility Was built before June 21, 1996, when,;vas 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 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: �"111,0
Signature: Date: 71Zz /97
Name of Manager(if different from owner):
Signature Date:
AWC -- January 1,1997 3

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Certified Letters Mailed 7/2 3/97
Sharol Weston Lanier
1260 S. NC41 & 11 l Hvivs
Beulmille. NC 285I8
Fairy Eliza Lanier
PO Box 206
Beulaville. NC 28518
Alexander Lee & Rebecca Judge
1401 S. NC 41 & I I I Hvvvs
Beulaville. NC 28518
Carrie Grace Brown
160 Lyman Road
Beulaville. NC 28518
Anna Bender Guv
PO Box 232
BeulaviIle, NC
Hazel K. Brenk«orth
122 Windy Access Lane
Goldsboro, NC 27534
Donald & Tracer Kennedy
717 Old Chinquapin Road
Beulaville. NC 28518
J.W. & Jude Hunter
656 Old Chinquapin Road
Beulaville. NC 28518
Marcia A. Jones
653 Old Chinquapin Road
Beulaville. NC 28518
Alton & Mary Jones
100 Buck Jones Road
Wallace, NC 28466
Anita Jones
640 Old Chinquapin Road
Beulaville, NC 28518

July 23, 1997
Sharon Weston Lanier
1260 S. NC 41 & I 1 I Hwys
Beulaville, NC 28518
Dear Adjoining Landowner,
As required by state law and as a courtesy to you, we are informing you of our plan to
construct a swine production facility located on our property. This property is located
west of Old Chinquapin Road, approximately two miles south of SR 24(See attached
map).
The swine production facility to be built on the property will be a 3552 head nursery farm.
The Animal Waste Management Plan for this facility was prepared by Mr. Howard
Hobson. Mr. Hobson's address is PO Box 856, Warsaw, NC 29398.
A copy of the certified Animal Waste Management Plan for this farm will be maintained
at the offices of the USDA Natural Resources Conservation Office, North Main Street,
Kenansville, NC 28349-0277.
If you wish to submit written comments about this farm, you may address them to North
Carolina Division of Water Quality, Water Quality Section, Permits and Engineering Unit,
PO Box 29535, Raleigh, NC 27626-0535.
Sincerely,
Phillip A. Brown
Beverly T. Brown

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July 23, 1997
Fairy Eliza Lanier
PO Box 206
Beulaville, NC 28518
Dear Adjoining Landowner,
As required by state law and as a courtesy to you, we are informing you of our plan to
construct a swine production facility located on our property. This property is located
west of Old Chinquapin Road, approximately two miles south of SR 24(See attached
map).
The swine production facility to be built on the property will be a 3552 head nursery farm.
The Animal Waste Management Plan for this facility was prepared by Mr. Howard
Hobson. Mr. Hobson's address is PO Box 856, Warsaw, NC 29398.
A copy of the certified Animal Waste Management PIan for this farm will be maintained
at the offices of the USDA Natural Resources Conservation Office, North Main Street,
Kenansville, NC 28349-0277.
If you wish to submit written comments about this farm, you may address them to North
Carolina Division of Water Quality, Water Quality Section, Permits and Engineering Unit,
PO Box 29535, Raleigh, NC 27626-0535.
Sincerely,
Phillip . Brown
Beverly T. Brown

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July 23, 1997
Alexander Lee & Rebecca Judge
1401 S NC 41 & 111 Hwys
Beulaville, NC 28518
Dear Adjoining Landowner,
As required by state law and as a courtesy to you, we are informing you of our plan to
construct a swine production facility located on our property. This property is located
west of Old Chinquapin Road, approximately two miles south of SR 24(See attached
map).
The swine production facility to be built on the property will be a 3552 head nursery farm.
The Animal Waste Management Plan for this facility was prepared by Mr. Howard
Hobson. Mr. Hobson's address is PO Box 856, Warsaw, NC 29398.
A copy of the certified Animal Waste Management Plan for this farm will be maintained
at the offices of the USDA Natural Resources Conservation Office, North Main Street,
Kenansville, NC 28349-0277.
If you wish to submit written comments about this farm, you may address them to North
Carolina Division of Water Quality, Water Quality Section, Permits and Engineering Unit,
PO Box 29535, Raleigh, NC 27626-0535.
Sincerely,
Phillip A. Town
Beverly T. Brown

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July 23, 1997
Carrie Grace Brown
160 Lyman Road
Beulaville, NC 28518
Dear Adjoining Landowner,
As required by state law and as a courtesy to you, we are informing you of our plan to
construct a swine production facility located on our property. This property is located
west of Old Chinquapin Road, approximately two miles south of SR 24(See attached
map)_
The swine production facility to be built on the property will be a 3552 head nursery farm.
The Animal Waste Management Plan for this facility was prepared by Mr. Howard
Hobson. Mr. Hobson's address is PO Box 856, Warsaw, NC 29398.
A copy of the certified Animal Waste Management Plan for this farm will be maintained
at the offices of the USDA Natural Resources Conservation Office, North Main Street,
Kenansville, NC 28349-0277.
If you wish to submit written comments about this farm, you may address their to North
Carolina Division of Water Quality, Water Quality Section, Permits and Engineering Unit,
PO Box 29535, Raleigh, NC 27626-0535.
Sincerely,
4 r�
Phillip A.418rown
Beverly T. Brown

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July 23, 1997
Anna Bender Guy
PO Box 232
Beulaville, NC 28518
Dear Adjoining Landowner,
As required by state law and as a courtesy to you, we are informing you of our plan to
construct a swine production facility located on our property. This property is located
west of Old Chinquapin Road, approximately two miles south of SR 24(See attached
map).
The swine production facility to be built on the property will be a 3552 head nursery farm.
The Anirnal Waste Management Plan for this facility was prepared by Mr_ Howard
Hobson. Mr. Hobson's address is PO Box 856, Warsaw, NC 29398.
A copy of the certified Animal Waste Management Plan for this farm will be maintained
at the offices of the USDA Natural Resources Conservation Office, North Main Street,
Kenansville, NC 28349-0277.
If you wish to submit written comments about this farm, you may address them to North
Carolina Division of Water Quality, Water Quality Section, Permits and Engineering Unit,
PO Box 29535, Raleigh, NC 27626-0535.
Sincerely,
4�hill4ip Brown
Beverly T. Brown

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July 23, 1997
Hazel K. Brenkworth
122 Windy Access Lane
Goldsboro, NC 27534
Dear Adjoining Landowner,
As required by state law and as a courtesy to you, we are informing you of our plan to
construct a swine production facility located on our property. This property is located
west of Old Chinquapin Road, approximately two miles south of SR 24(See attached
map).
The swine production facility to be built on the property will be a 3552 head nursery farm.
The Animal Waste Management Plan for this facility was prepared by Mr. Howard
Hobson. Mr_ Hobson's address is PO Box 856, Warsaw, NC 29398.
A copy of the certified Animal Waste Management Plan for this farm will be maintained
at the offices of the USDA Natural Resources Conservation Office, North Main Street,
Kenansville, NC 28349-0277.
If you wish to submit written comments about this farm, you may address them to North
Carolina Division of Water Quality, Water Quality Section, Permits and Engineering Unit,
PO Box 29535, Raleigh, NC 27626-0535.
Sincerely,
Phillip A. Brown
Beverly T. Brown

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July 23, 1997
Donald & Tracey Kennedy
717 Old Chinquapin Road
Beulaville, NC 28518
Dear Adjoining Landowner,
As required by state law and as a courtesy to you, we are informing you of our plan to
construct a swine production facility located on our property. This property is located
west of Old Chinquapin Road, approximately two miles south of SR 24(See attached
map).
The swine production facility to be built on the property will be a 3552 head nursery farm.
The Animal Waste Management Plan for this facility was prepared by Mr. Howard
Hobson. Mr. Hobson's address is PO Box 856, Warsaw, NC 29398.
A copy of the certified Animal Waste Management Plan for this farm will be maintained
at the offices of the USDA Natural Resources Conservation Office, North Main Street,
Kenansville, NC 28349-0277.
If you wish to submit written comments about this farm, you may address them to North
Carolina Division of Water Quality, Water Quality Section, Permits and Engineering Unit,
PO Box 29535, Raleigh, NC 27626-0535.
Sincerely,
Phillip Brown
Beverly T. Brown

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July 23, 1997
J.W. & Judy Hunter
656 OId Chinquapin Road
Beulaville, NC 28518
Dear Adjoining Landowner,
As required by state law and as a courtesy to you, we are informing you of our plan to
construct a swine production facility located on our property. This property is located
west of Old Chinquapin Road, approximately two miles south of SR 24(See attached
map).
The swine production facility to be built on the property will be a 3552 head nursery farm.
The Animal Waste Management Plan for this facility was prepared by Mr. Howard
Hobson, Mr_ Hobson's address is PO Box 856, Warsaw, NC 29398.
A copy of the certified Animal Waste Management Plan for this farm will be maintained
at the offices of the USDA Natural Resources Conservation Office, North Main Street,
Kenansville, NC 28349-0277.
If you wish to submit written comments about this farm, you may address them to North
Carolina Division of Water Quality, Water Quality Section, Permits and Engineering Unit,
PO Box 29535, Raleigh, NC 27626-0535.
Sincerely,
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Philhp . Brown
Beverly T. Brown

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July 23, 1997
Marcia A. Jones
653 Old Chinquapin Road
BeulaviIle, NC 28518
Dear Adjoining Landowner,
As required by state law and as a courtesy to you, we are informing you of our plan to
construct a swine production facility located on our property. This property is located
west of Old Chinquapin Road, approximately two miles south of SR 24(See attached
map).
The swine production facility to be built on the property will be a 3552 head nursery farm.
The Animal Waste Management Plan for this facility was prepared by Mr. Howard
Hobson. Mr. Hobson's address is PO Box 856, Warsaw, NC 29398.
A copy of the certified Animal Waste Management Plan for this farm will be maintained
at the offices of the USDA Natural Resources Conservation Office, North Main Street,
Kenansville, NC 28349-0277.
If you wish to submit written comments about this farm, you may address them to North
Carolina Division of Water Quality, Water Quality Section, Permits and Engineering Unit,
PO Box 29535, Raleigh, NC 27626-053 5.
Sincerely,
Phillip R Brown
Beverly T. Brown

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July 23, 1997
Alton & Mary Jones
100 Buck Jones Road
Wallace, NC 28466
Dear Adjoining Landowner,
As required by state law and as a courtesy to you, we are informing you of our plan to
construct a swine production facility located on our property. This property is located
west of Old Chinquapin Road, approximately two miles south of SR 24(See attached
map).
The swine production facility to be built on the property will be a 3552 bead nursery farm_
The Animal Waste Management Plan for this facility was prepared by Mr. Howard
Hobson. Mr. Hobson's address is PO Box 856, Warsaw, NC 29398,
A copy of the certified Animal Waste Management Plan for this farm will be maintained
at the offices of the USDA Natural Resources Conservation Office, North Main Street,
Kenansville, NC 28349-0277.
If you wish to submit written comments about this farm, you may address them to North
Carolina Division of Water Quality, Water Quality Section, Permits and Engineering Unit,
PO Box 29535, Raleigh, NC 27626-0535,
Sincerely,
rp_
Phiilip A. rown`"`- "
Beverly T_ Brown

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July 23, 1997
Anita Jones
640 Old Chinquapin Road
Beulaville, NC 28518
Dear Adjoining Landowner,
As required by state law and as a courtesy to you, we are informing you of our plan to
construct a swine production facility located on our property. This property is located
west of Old Chinquapin Road, approximately two miles south of SR 24(See attached
map).
The swine production facility to be built on the property will be a 3552 head nursery farm.
The Animal Waste Management Plan for this facility was prepared by Mr. Howard
Hobson. Mr. Hobson's address is PO Box 856, Warsaw, NC 29398.
A copy of the certified Animal Waste Management Plan for this farm will be maintained
at the offices of the USDA Natural Resources Conservation Office, North Main Street,
Kenansville, NC 28349-0277.
If you wish to submit written comments about this farm, you may address them to North
Carolina Division of Water Quality, Water Quality Section, Permits and Engineering Unit,
PO Box 29535, Raleigh, NC 27626-0535.
Sincerely,
Phillip A. Brown
Beverly T. Brown

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SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
FOR
Phil Brown
3552 Wean to Feeder
July 21, 1997
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
NRCS, DEM, and all pAq,,4tate and Local Regulations
to the best of my.Wp�ISU ,aif�!6,pelief.
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~ M_ Floyd Adartg, P.N. Date
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License No. 12TJ3'•.�`�GlN��' • ���

I
CARROLL'S FOODS, INC.
P. O. Drawer 856
WARSAW, NORTH CAROLINA 28398
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
Farm PHIL BROWN NURSERY
Name or Number
3552 WEAN -FEEDER
Farm Description
Location
DUPLIN COUNTY
Company Farm
Contract Grower X

SWINE FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
Phil Brown
3552 Wean to Feeder
TABLE OF CONTENTS
Lagoon Design Check List
Emergency Action Plan
Construction Information
Memorandum - Legal Requirements
Owner Contractor Information
Waste Management Facility Site Evaluation
Soil Investigation
Lagoon Design
Hazard Classification Data Sheet for Dams
Operation and Maintenance Plan
Construction Specifications for Lagoons
Seeding Specifications
Plan for Lagoon
Typical Cross -Section of Lagoon
Volume Calculations
Waste Utilization Plan with Attachment B
Waste Management Odor Control Checklist
Insect Control Checklist
Mortality Management Methods
Irrigation System Design
Maps
A. Vicinity Map
B. Topo Map
C. Soils Map
D. Flood Plain Map
E. ASCS Map
F. Wetlands Delineation Map

i z
Page I of 3
�) CHECKED BY: M_ Ejo4A
DATE: T(2j
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. stop pumping volume exceeds treatment volume
C C. 25 year storm volume exceeds volume at start pumping
✓ d. actual volume pumped exceeds required volume to be pumped
✓ e. all temporary storage stored above seasonal high watertable
f. sludge volume included
g, 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
✓ C. north arrow
6. Hazard Classification Sheet (NC-ENG-34) -
_✓ 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 Plan
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
_ h. system calibration form
i. waste plan is included but prepared by other qualified specialist - this plan is not
part of the engineer's review
J

Page 2 of 3
8. Soil Investigation Sheet (SCS-ENG-538)
✓ a. are sufficient borings made for size and condition of lagoon
b. borings 2.0' below designed bottom of lagoon
✓ C. location & elevation of borings in relation to grid survey
✓ d. seasonal high watertable
✓ 9. Seeding specifications included (lagoon dike and other exposed areas around buildings)
10. Construction Specifications (sheet included)
✓ a. need for cut-off trench addressed
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 lagoon & 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
f.
existing utilities located (if applicable)
g.
emergency spillway shown (if applicable)
12.
Typical cross-section included
✓
a.
dike elevation & top width shown
.�
b.
lagoon bottom elevation shown
✓
C.
side slopes shown
d.
effluent outlet pipe invert elevation shown
e.
effluent outlet pipe shown to discharge below water surface
e.
building pads - elevation & grade shown
✓
f.
cut-off trench shown - if required
g.
liner shown - if required
13. Volume Computations
✓ a. excavation QaNrQa1Ve4 by cc��r v
f b. dike fill
c, pad fill 5'M �?4*r'h a —As
14. Summary Sheet
./ a. design requirements 1.c��a a+► iR�as��
✓ b. excavation volume
C. fill volumes
d. cut -fill ratio -.Ti
.A 15. Location of subsurface drainage (if present)
`_J

Page 3 of 3
Presence of utilities addressed
Observation of cultural resources statement included
Operation is outside of jurisdictional limits of municipalities
Emergency Action PIan
J

EMERGENCY ACTION PLAN
DWQ ail D- �qS'-3a
EMERGENCY MANAGEMENT SYSTEM
SWCD D
MRCS qt0-jq6-4-tZD
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
I. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
C. incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge:
d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irritation pump.
c. Mahe sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
December 18, 1996

e. Repair all leaks prior to restarting pumps.
E: Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a_ Dig a small sump or ditch away from the embankment to catch all seepage,
put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
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?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
E Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office; Phone - - After hours, emergency number: 919-733-3942.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item 2 above, the exact location of the facility, the location or
direction of movement of the spill, weather and wind conditions. The corrective
measures that have been under taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call Iocal EMS Phone number -
c. Instruct EMS to contact Iocal Health Department:.
d. Contact CES, phone number - - , local SWCD office phone number
and local NRCS off -ice for advice/technicaI assistance phone number - -
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
2 December 18, 1996

6: Contact the technical specialist who certified the Iagoon (MRCS, Consulting
Engineer, etc.)
a. Name: J R
b. Phone: -
7: Implement procedures as advised by DWQ and technical assistance agencies to
rectify the darnaae, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
3 December 18, 1996

CARROLL'S FOODS, INC.
P. O. Drawer 856
WARSAW, NORTH CAROLINA 28398
IMPORTANT INFORMATION
ABOUT LAGOON CONSTRUCTION
LISTED BELOW IS A BRIEF SUMMARY OF VOLUMES AND OTHER
DATA: (SEE CONTENTS OF PLAN FOR MORE INFORMATION)
EXCAVATION 6369--- cubic yards
FILL (pad & dike) 6368--- cubic yards
TOP SOIL (minimum 3" thick) 182--- cubic yards
CLAY LINER (represents a complete liner) 2221--- cubic yards
Constructed top of dam must include a minimum of 5% settlement -
EXAMPLE: 10 feet high dam will require 5% of 10 feet or 0.5 feet
fill above planned top of dam.
Clay content, thickness and compaction of liners (if required) are
very important. If the certifying technical specialist is unable
to approve the liner with normal field techniques, an independent
engineering analysis will be required (see CONSTRUCTION
SPECIFICATIONS for additional information). If an independent
engineering analysis is required, this expense will be the
responsibility of the owner/grower.
Special attention needs to be given to the seeding specifications.
The lagoon dike must be seeded according to specifications before
the system can be certified and stocked with animals. (Consult
with your MRCS Conservationist regarding mulching)

MEMORANDUM
TO: Ali Growers
FROM: Don Butler, Real Estate Manager
Howard Hobson, Resource Conservationist
RE: Legal requirements for swine growers in
North Carolina and how they relate to you
The facility design and waste management plan attached is of the utmost importance to
you and to Carroll's. This plan must be approved by a designated technical specialist
or Professional Engineer prior to construction start. The lagoon must be constructed
exactly as designed unless changes are approved by the original designer. The approved
plan needs to become a part of your permanent records and must be readily available
for review if and when your farm is inspected by state regulatory personnel.
When earthwork and lagoon construction is complete and the top of the dike and
outside slopes of the lagoon have been graded, seeded, and fertilized it must pass a final
inspection by a designated technical specialist in order for your farm to be certified ready
to stock animals. At the time of final construction approval, the owner and the person
certifying design, construction, and irrigation plans must sign a document called
"Animal Waste Management Plan Certification". This document must be sent to the
Department of Environmental Health and Natural Resources in Raleigh. Copies of the
signed document should be kept in your permanent file, one copy goes to your local Soil
and Water Conservation District office for their rile, and a copy must be presented to
Carroll's Foods before any animals can be placed on your farm. The owner is
responsible for the Certification being completed and sent to the appropriate places.
Remember, NO CERTIFICATION -- NO ANIMALS.
If you have any questions about the above information, please contact one of
us by calling 910-293-3434, extension 246.

ATTENTION OWNER AND EARTH MOVING CONTRACTOR
PLEASE READ THIS BEFORE REVIEWING THE ATTACHED WASTE
MANAGEMENT PLAN.
This design has been prepared in accordance with USDA- Natural Resources Conservation
Service standards and properly installed, will allow certification and stocking of animals.
The following items should be discussed PRIOR to entering into a contract:
I. This design is in compliance with state and federal laws. Any changes in design may
result in non-compliance and failure to be eligible for certification. No animals can
be stocked until the lagoon construction is approved and certified to the Division of
Environmental Management (DEM). If a Dam Safety Permit is also required by the
State, then no water or animal waste may be impounded in the lagoon until the
lagoon and dike construction are approved by the North Carolina Department of
Environment, Health and Natural Resources, Division of Land Resources (DLR).
2. This design has taken into account data including soils, topography, wetlands,
streams, dwellings, wind direction, and owners concerns.
3. The volume shown represents excavation and fill in the lagoon and pad area. It does
NOT account for cut/fill for liners, roads, borrow areas, drainage or other related
construction activities unless specifically covered in the design.
4. Typically, the excavation volume represents the bulk of earthwork and is used for
price negotiations. All earth work beyond this amount will be worked out between
the owner and contractor, CARROLUS DOES NOT NEGOTIATE PRICES FOR
GROWERS.
5. It is the desire of Carroll's Foods that the contractor receives a fair price for earth
work and the land owner receives a properly constructed lagoon and pad that will
meet design requirements.
6. DO NOT MAKE ANY CHANGES TO THE DESIGN OR FARM LAYOUT
UNLESS THE ORIGINAL DESIGNER IS CONSULTED AND APPROVES.
CARROLL'S FOODS ASSUMES NO RESPONSIBILITY FORANY DEVIATION
FROM ORIGINAL DESIGN OR CHANGES MADE ON THE SITE BY
CONTRACTOR OR ANYONE OTHER THAN CARROLL'S PERSONNEL.

WA= NAYAGENM'% r FACE= = EVALUATION
GZ.NZRAL INTOW-LATION
NA!�f- pt-iiL 3 0DWH LOCATION S. O�,c aL.A 1/11-4 E-, r�C-
/Go /ymv1AK D. OrF S!L /fez N ..- r
R Z8Sl8 Tir3a¢ '
TET.-.?'iONE 9Ln :--29i3 jgz4 S=OPERATION 3-E45)- WC-Ath - FZE-
LOCATION DATA
D197A ICE'r:ROM.VEAREST RZESIDE.ICE NOT OWN-t-7 BY PRODUCER 15do FT_
WSI'ANCE FROM SE RREST PL-BLIC FACT.LIIY (school cbvrcL ctr-) eo FT -
IS SM WTiTz��I 1o0-YE.AP. FT..WD PLAL�I? YES NO _✓
If yes, MRCS cannot provide assistance,
IS SITEAT LEAST LOO FT FROM A -BLUE LIME" PER.—SN"TLAL STEAM? ` --S ✓ NO _
If no, site must be relocated.
IS SITE WTI'= I %1ILE ZONI`i iG 7LiRISDICTION OF A MITRCI?.V=? YES _ YO
If yes, landowner should consult with local zoning board about required
permits Permits must be obtained prior to design approval.
ARE Tj7Z1IIES IN CONSTRUCTION ARFA? YES ^ NO
If yes, see Part 503 of the National Engineering Manual and follow policy.
(Copies of maps or other reference materials maybe attached to site'
evaluation•)
W EZL ADS
WILL SITE INVOLVE CLEARING WOODLAND OR AW NON-CROPIAMW YES '� NO _
If yes, producer must complete Form MRCS-CPA-38 (Request for Certified
Wetland DeterminatianlDelineation). /
WILL ACTION RESULT IN SWA%fFBU=G? YES _ NO
IF WELLYDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PROD=T'O CONTACT THE US AR.%iY CORP OF
ENGi�S AND THE DIVISION OF ENYIROj r.ME,YT .L M:INAGc.MENT TO DET P-%, IIVE IF PM%= .ARE REQUIRED.
I= W=ANDS AR-- INVOLVED, THE PRODUCER. SHOULD NOT CLEAR ANY "ND UN-IM A WETi VM DELI; FEA ION
ISMADE.
MRCS 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 last 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 CO(YTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCE.:
• PREDO,., [Rs,N WLW DIRECTION? Y _ NO
• PRECHARGDIG LAGOON WITH FRESH WATER TO AT LEAST 1/2 YES v0
OF THE CAPACiIiC?
+ USING GOOD SOUND IL'DGN[ENT Lv L AND .APPL.ICATION VT-S � NO
OF WAS 1 c?
� �� D �57E Ij � V EC (EI J ED 0 E—FrP i t4 ATi Lw -:P� t,4 OCS FbV - LbA'o CC-EARt K,- — "AI W u

OTHER ENVLRON1tEti"TAL FACTORS
IS ENDANGERED rNFEVOR THREATENED SPECSrS HAHCCAT PAES=
YES _
NO
L5 A DESIGNAITED NAITUR,A.LEN SCIC AREA WCLUDED 4N THE PLAN,IL�tG AS.E.A OR
WIIL PLAN,IED ,kC-.7ONS D,iP-,CT ON AWN ADIACa,rr ; fATUPAL SCEMC AIRE.k7
YES _
NO
IS AWN A1RCHA-EOL:"'LCAIL OIL MSTORICAL SITE LOCAT r.D LN THE PLAINNED AREA?
YES
NO
✓
ARE THERE P:21� u,fiQUE, STATE OR LOCALLY atPOPTAINT F_ R-%4"NDS Lei THE
YES `
NO
✓
—
OPERATING UNTi'
140
WIi1. THE ACIiON R=SULTTN SODBUS=G?
YES
If the answer :o my of the above is yes MRCS Rill not provide technial
assistance unless 3.9e13cv poiicY is followed.
WASTEM,AdNAGL,LL.N-'
DOES PRODUCER O,+-Z4'F-NOUGHLANND TO FROPE_RLY LAND APFLY :ILL WPST%
INCLUDa4G SL-L7DC-= A,1 TOUGH SLUDGE MAY ONLY BF. -PPS rFD i; �F--QU=-i7LY?
IF NO, DOES ? CDUC'ER HAVE ACCESS TO MORE LAND?
IF LAND IS NOT 0';,- cD BY PRODUCER, CAN PRODUCER GET AGR.EE:AE`1T ON LArfD
ON WHICH TO A??L v WASTE?
(Attach Waste Z",riiz3tic a Piaa to site evaluation_)
SOIL IIIVESTIGA 7106"T - VALID ONLY IF SOIL II`iVFSTIGATION
SHEET A TACHED
IS SOIL SLTTA=: C R L? GOON7
IS A LINER REQb=7
TYPE OFLINER TO BE USED:
IF CLAY LINER IS `O BE USED, IS SUITABLE CLAY AVA n-ABLE ON
S=
IF CLAY IS NOT AV �ABLE ON SrrF- DOES LANDOWNEZ HAVE
ACCESS TO CLAY?
IS A CORE TRENCH REQUIRED?
(Attach soil inve5tig2don sheet to site ey'aluatiom)
IS SUBS[WACE DR.ALN TILr FRESE 4n
(if yes, We must he removed or pluglcd)
YES NO
YES NO
YES _ 'No —
YES ✓ ; 0
YES NO :it- hl o L t o &4�- C-K t '
CLAY BENTONUE SY,%47 TIC.
YES NO T
YES NO
YES _ NOL
Y'cS _ NO ✓
SrM APPROVED YES NO CONDCIIOYAtL
COMN(L T5 ?jcTC,A-t A �cAcr Lo—gVom of 4 GA&.56A(
THIS STIE L r=IGATION IS VALID FORiWELVE MONTHS FROM THE DATE SHOWN BELOW_ T CO.15T UCTIO. i
HAS NOT BEEN S T AR i7D wrrH ,Y TWELVE MO.` MS, ANEW SITE U 1'Y=GATIOY WILL BE REQUIRED_ if
SIGH iAITL 2E
DATE ` i?D
I! Chan= in the local or state law or hangge`s in the stsadard could require a nry site mv=-- an
A l4h'T�
LF�

SOIL INVESTIGATION TO DETERMINE SUITABILITY OF LAGOON SITE
]Grower's flame
Oate
PH IL
- - 3/09
-Egnwm
County 1tt4
State fq C.
SKETCH OF PROPOSED L4GOON SHOWING WHERE BORfNGS WERE A DE
�o
s
Depth
Boring Number
Ft.
I
2
3
4
5
6
7
8
9
10
0-1
5
5^t
SM
1-2
SCE I.S
SC
5c
2-3
5 c
S L
sC 3.0
3-4
SC
5C 7r S
Sc
4-5
Sc
Sc, CL
5�CL
5-6
�,CL
CL
CC
6-7
C-4-
C
CL
7-8
CL
CL
CL
8-9 1
CL,** 9
CL
C L
9-10
CL
CL
CL
10-11
c t_
CL
11-12
C L
12-13
SH-WT (Seasonal
High Water Table)
NZo vc-(L,(5
Signature & Title
`
TC�I.Cc+Ll7T, �tiQLLSDr Date 2 2D 96

TYPES OF MATERIAL ENCOUNTERED IN BORING
UNIFIED CLASSIFICATION
GW
Well graded gravels; gravel, sand mix
SC Clayey sands; sand -clay mixtures
GP
Poorly graded gravels
Mi. Silts; silty, very sands; sandy or clayey silt
GM
Silty gravels; gravel -sand -gilt mix
CL Clays of low to medium plasticity
GC
Clayey gravels; gravel -sand -clay mix
CH Inorganic clays of high plasticity
SW
Well graded sands; sand -gravel mix
MH Elastic silts
SP
Poorly graded sands
OL Organic silts and silty clays, low plasticity
SM
Silty Sands
OH Organic clays, medium to high plasticity
1. Suitable material for liner is available Yes No
Remarks:
S� r LS .sue tvl F-D,
-ant �L- U�CESS �1FF�Rcn[� SfD1C-S AgErLC�v•.-r' Q � E�-U�t�l6 �j�Si2ce; ��y
2.
Explain hazards requiring special attention in design (seepage, spring, rock, etc.) 4
3.
General Remarks: The soil borings for this investigation represent only that particular confined area. If during
construction, different materials are encountered, necessary modifications will be made in design. At the time of certifi-
cation, the waste treatment lagoon must meet all NRCS standards and specifications including liners, side slopes,
compaction, capacity and other requirements.
Depth
Boring Number
Ft_
11
12
13
14
15
16
17
18
19
20
0-1
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-1I
11-12
12-13

LAGOON DESIGN
Operator:PHIL BROWN County: DUPLIN Date: 06/26/97
Has the site evaluation been completed & approved: YES
1, AVERAGE LIVE WEIGHT (ALW)
0
sows
(farrow to
finish)
x
1417
lbs.
- 0
lbs
0
sows
(farrow to
feeder)
x
522
lbs.
= 0
lbs
0
head
(finishing
only)
x
135
lbs.
= 0
lbs
0
sows
(farrow to
wean)
x
433
lbs.
= 0
lbs
3552
head
(wean to feeder)
x
30
lbs.
= 106560
lbs
Describe other :
0
lbs
Total Average Live Weight = 106560 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 106560 cubic ft (includes 0 cu. ft. add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 26640.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
220.0
Inside top width (feet)-----------------------
168.0
Top of dike elevation (feet)-----------------
49.22
Bottom of lagoon elevation (feet)------------
37.22
Freeboard (feet)-----------------------------
1.00
Emergency spillway depth of flow(feet)-------
0.00
Side slopes (inside lagoon) --------------------
3.0 . 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
3.0 3.0 3.0 3.0 214.0
162.0 11.00
AREA OF TOP
LENGTH * WIDTH =
214.0 162.0
AREA OF BOTTOM
LENGTH * WIDTH =
148.0 96.0
34668 (AREA OF TOP).
14208 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
181.0 129.0 93396 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
34668 93396 14208 1.83
Total Designed Volume Available = 260832 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
{ Length * Width ) + Surface area of connecting waste facility
220.0 168.0 0.0
36960.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 36960.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 106560 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 194650 gals. or 26022.7 cubic feet
5B. Volume of excess water
Volume = 714.4 gallons/day * 180 days storage/7.48 gallons
Volume = 17191.7 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation - 13.9 inches
180 days rainfall = 22.5 inches
Volume = 22.5 in * DA / 12 in. per ft. = 69208 cubic feet runoff
Volume = 13.9 in * lagoon DA/12 in./ft = 42843 cubic feet evap.
Volume = 26365 cubic feet

5D. Volume of 25 year 24 hour storm 7.5 in.
Volume of "Heavy Rain" 7.5 in.
Volume = 15.0 inches / 12 inches per foot * DA
Volume = 46200 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 26023 cubic feet
5B. 17192 cubic feet
5C. 26365 cubic feet
5D. 46200 cubic feet
5E. 0 cubic feet
TOTAL 115779 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall during wettest period of storage===> 22.5 inches
Evaporation during storage period===========> 13.9 inches
25 year - 24 hour rainfall==================> 7.5 inches
Heavy rain__________________________________> 7.5 inches
Freeboard===================================> 1.00 feet
Side slopes=================================> 3.0 : 1
Inside top length=====______________________> 220.0 feet
Inside top width============================> 168.0 feet
Emergency spillway elevation (if planned) ====> 4&v42 feet—"3- t4/A
Top of dike elevation======================> 49.22 feet
Bottom of lagoon elevation==================> 37.22 feet
Top of sludge elevation=====================> 39.00 feet
Total required volume==—===================> 248979 cu. ft.
Actual design volume=—===================__> 260832 cu. ft.
Seasonal high watertable elevation (SHWT)===> ��9 feet 4z
Stop pumping elev.====-=____===_=__=________> 44.20 feet
Must be > or = to the SHWT elev.======- => 44.30 feet
Must be > or = to min. req. treatment el.=> 43.22 feet
Min. Required treatment volume==============> 106560 cu. ft.
Volume at stop pumping elevation======= ====> 111239 cu. ft.
Start pumping elev.=_-------- 46.82 feet
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. Vol. less 25 yr. and heavy rainfall====> 214632 cu. ft.
Volume at start pumping elevation===========> 214475 cu. ft.
Required volume to be pumped================> 69579 cu. ft.
Actual volume planned to be pumped=======_-_=> 75559 cu. ft.
Min. thickness of soil liner when required=> 1.6 feet
7. DESIGNED BY : APPROVED BY: - 70 1P. C.
DATE: ro -g1 DATE:-12ti{g�

�•K�cL Volume- CJcuLkt:macs
5D. Volume of 25 year 24 hour storm 7.5 in.
Volume of "Heavy Rain" 7.5 in.
Volume = 15.0 inches / 12 inches per foot * DA
Volume = 50971 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A.
26023
cubic
feet
5B.
17192
cubic
feet
5C.
29088
cubic
feet
5D.
50971
cubic
feet
5E.
0
cubic
feet
TOTAL
123273
cubic
feet
6. SUMMARY
Temporary storage period====================>
Rainfall during wettest period of storage ==>
Evaporation during storage period===========>
25 year - 24 hour rainfall=================>
Heavy rain===========-----_________________�>
Freeboard==========================- =======>
Side slopes================================>
Inside top length===========================>
Inside top
Emergency spillway elevation(if planned)====>
Top of dike elevation________ --------------- >
Bottom of lagoon elevation==================>
Top of sludge elevation=====================>
Total required volume=======__==============>
Actual design volume=======================>
Seasonal high watertable elevation (SHWT)===>
Stop pumping elev.=========--=-=--==--=-=-->
Must be > or = to the SHWT elev.==========>
Must be > or = to min. req. treatment el.=>
Min. Required treatment volume==============>
Volume at stop pumping elevation============>
Start pumping elev._________________________>
Must be at bottom of F.B. & 25 yr. rainfall
Act. vol. less 25 yr. and heavy rainfall====>
Volume at start pumping elevation===========>
Required volume to be pumped===============>
Actual volume planned to be pumped==========>
Min. thickness of soil liner when required==>
7. DESIGNED BY: APPROVED BY:
DATE: L .- -b•, 'tq DATE:
i�t�s:��L 0� Wl�-.vat 0 3 I gl3F
V o l W/o L; ke1� 1 b D 8 31
/ Sg14DL CV.�t.
180
22.5
13.9
7.5
7.5
1.00
3.0
229.6
177.6
48.22
49.22
35.62
39.00
256473
319238
44.30
44.20
44.30
41.62
106560
126522
46.82
heavy
268266
267811
72302
84439
1.8
Tam Q. t
days
inches
inches
inches
inches
feet
1
feet
feet
feet
f eet
feet
feet
cu. ft.
cu. ft.
feet
f eet
f eet
f eet
cu. ft.
cu. ft.
f eet
rain
cu. ft.
cu. ft.
cu. ft.
cu. ft.
f eet
54,
*

HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner Phil Brown County Duplin
Estimated Depth of Water to Top of Dam 5 Ft. Length of Flood fool 500 Ft.
Date of Field Hazard Investigation 9/20/96
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
Flood Plain
Ft. Ft. % Farmland None ±10
N/A
1 500 100 0-2
2 i
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 endauxer life nor cause sinificant
damage to buildings, agricultural land or public roadways. The structure is approximately 100 feet from
a tributary leading to Muddy Creek and approximately 1600 feet from SR 1802.
Hazard Classification of Dam (A, B, C) (see NEM-Part 520.21)
NRCS Dam Classification (1,IIII , I11, IV, V) I
By zy A"Srn'. Date `7iZc I f 7
M. Floyd Adams, P.E.

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 46.82 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 44.20 . This temporary
storage less 25 yr and heavy rain contains 75559 cubic feet or
565180 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation and
recommended maximum application rate is shown in the waste utilization
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 taming 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 1.6 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.

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.
VEGETATION:
All 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 BRAINS
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

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.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1.0 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
8.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
1000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
2.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100.0 BALES OF SMALL GRAIN STRAW (100 BALES/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.

Swine Confinement
Building
Finished Floor Elev.
k
i�
Sump
Top Pad Elev. yg.al
8" Pipe
Invert Elev. u,,
TYPICAL CRI.�S-SECTION
Single Stage Lagoon -Pit Recharge Design
1)J41County, NC
l't 35sL �c-k
Total Design Storage Elev.
Invert Outlet Pipe Elev.
Stop Pump Elev.
Bottom Elev. 3 ) .1
4�S• I� L /
Support post
Settled Top Dam mf�•
Add 5 % Sellla►ne
Constructed Top i
Natural Ground,';, , , , 9 f ,
FT. DESIGN MIN. CLAY LINER,THICKNESS,;,
Core
' ..?..� "' �rQnCll'
areas of unsuitable material encountered during �nslrucllon ' ': f . j
of lagoon slopes and bottom will be excavated below grade (for ,. f:.;,.
the minimum clay liner thickness), backfilled (with approved soil
material) & compacted (to clay liner construction spedflcalions , y j Remove overburden material and
In design).....see soils Investigation ' ;':;`•" Qslabllsh embankment/core on firm
soil ntalerlal.... see soils Invesligallon
Na'te� l=lex�ble �+i�e Jo kLL aym-1,tj �, oukla� Wa5-�eWot1kr w�11 bQ
i3C�nauae ':kx\dw w0.'4er 1t-vkk; R. Heston. Nncs (2195)

Fill shrink/swell percent: 30.00 Cut shrink/swell percent: 0.00
Iterating to balancing within 10.0 cubic yards...
delta
Cut
Fill
CUT - FILL
0.00
6640.33
7790.36
-1150.03
-0.29
6989.26
6752.15
237.10
-0.24
6929.12
6928.97
0.15
Lower "Proposed" by 0.24 feet.
New surface called "Balanced" has been created.
Project: PHIL BROWN
Drawing: 3552 wean -feeder
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

Orientation: -45.0
48.
47.
47.
46.
46.
46.
46.
44.
Z Macnification: 41.9 Inciinatian: 29.e
Lower Left 30 Mesh Surface
30 Mash Surface
Existing
Project: PHIL BROWN
Drawing: 3552 wean -feeder
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared bU: using Sitewark

46000
46.00
•6. B@
EB..00
Plot of the eloping lines for the surface:
Existing
Project: PHIL BROWN
Drawing: 3662 ween-feeder
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitework

Orientation: -46.0
111111
52.0
50.0
48.0
46.0
44.0
42.0
40.0
38.0
36.0
Lower Left
2 Magnif
30 Mesh Surface
Balanced
Project: PHIL BROWN
Drawing: 3552 wean -feeder
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitework
Inclination: 20.0
30 Mesh Surface

46.66
................................................................... .................
................ 419. 2
................................................... 37. 22`.,SoZl.,.
v wA,
. .........................-=I
E. 22
4r 76
V 8,61
AS-six
I
T-
LP
D,
tt
2 DAD
DaUlight
Plot of all data for the surface:
Balanced
Project: PHIL BROWN
Drawing: 3552 wean -feeder
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bU: using Sitawark
e4
48.61
46.76

...................................................
�V 0 OA
C l+�V00
d, en
\�........ �........................ �.J�.:��:-...................................�........ I, \5. 22
Daglight Perimeter
Plot of the contour data for the surface:
Balanced
Project: PHIL BROWN
Drawing: 3662 wean -feeder
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bye: using Sitework

;6 76
51
84
51
76
Plot of the sloping lines for the surface:
Balanced
Project: PHIL BROWN
Drawing: 3562 wean -feeder
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bg: using Sitework

Si
84
koA,D
Plot of the sloping lines for the surface:
Balanced
Project: PHIL BROWN
Drawing: 3662 wean-fasder
Number:
Location:
Bid pate:
Engineer:
Owner:
Estimator:
Prepared bW: using Sitework

Z 76
61
84
6i
76
: PHIL BROWN: 3662 wean -feeder: Baianced 26 JUN 97 2:44 PM

62.00
I s0.00
1 48.00
1 46.00
1 44.00
1 42.00
40.00
1 38.00
Existing
1 t
t �
i t
—flaisnaed--------
t - — —
f � t
................ .....rr,................................................................................. ........................ ............................................................................ ...................................................... ........... .............
i.................................... .......................
......... ......
............... .........................................
........................ * ............
36. 00 '
(254. 27, 42'7. 63 )
PHIL BROWN: 3552 wean -feeder
C388.80)
(256.45}29.04)
26 JUN 97 2:44 PM

WASTE UTILIZATION PLAN
Owners name--:PHIL BROWN County:DUPLIN
Mail Address-:BEULAVILLE, NC
Type of production unit----:WEAN-FEEDER
Number of animal units-----: 3552
Type of waste facility ----- :Anaerobic Lagoon
Temporary storage period---: 180 days
Method of application ------ :IRRIGATION
Amount of animal waste produced-----------------: 1500 tons/year
Amount of plant available N produced by animals-: 1705 lbs./year
Commercial N to apply on planned acreage--------: 0 lbs./year
Your animal waste utilization plan has been specifically
developed for your swine operation. The plan is based on the
soil types, crops to be grown, and method of application for
your particular operation. The waste must be land applied at a
specified rate to prevent pollution of surface and/or ground
water. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual soil tests
are encouraged so that all plant nutrients can be balanced for
realistic yields of the crop to be grown.
Several factors are important in implementing your waste
utilization plan in order to maximize the fertilizer value of
the waste and to ensure that it is applied in an
environmentally safe manner. Always apply waste based on the
needs of the crop to be grown and the nutrient content of the
waste. Do not apply more nitrogen than the crop can utilize.
soil types are important as they have different infiltration
rates and leaching potential. Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to -
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to planting. Soil incorporation
of waste will conserve nutrients and reduce odor problems.

Page 2
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Annual acreage
requirements may be more or less based on the waste analysis
report for your waste management facility.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract
Field
Soil
Crop
Yield Lbs. N
Acres
Lbs. N
Month to
No.
No.
Type
Code
/Acre /Unit
Used
Apply
1
2
AUB
L
N/A 50.00
5.8
290
S-APRIL
1
2
AuB
C
5.5 50.00
5.8
1595
MAR-OCT
1
1
NoB
L
N/A 50.00
5.3
265
S-APRIL
1
1
NoB
C
6.1 50.00
5.3
1616.5
MAR-OCT
Total
22.2
3767
Available Nitrogen
(includes commercial)
1705
Surplus Or
Deficit
-2062
Crop codes: Crop -unit
A=Barley-bu.
B=Bermudagrass(graze)-tons
C=Bermudagrass(hay)-tons
D=Corn(grain)-bu.
E=Corn(silage)-tons
F=Cotton-lbs. lint
G=Fescue (graze) -tons
H=Fescue(hay)-tans
I=Oats-bu.
J=Rye-bu.
K=Small grain(graze)-acre
L=Small grain(hay)-acre
M=Sorghum(grain)-cwt.
W=Wheat-bu.
Y=Fescue(pasture)-tons
Z=Bermudagrass(pasture)-tons

mJIL 22 �57 0 VPPM 4 F4- {JLI�«S_FOODr?r. Ilpu. InC. i0 �1 P.1ii
JUL 22 '57 04:44PM
xf more commercial fertilizer is used t Lan shown in this plan,
then additional acres of land may be needed. A three to fifteen
feat :,ride p erman"t. grass filter strip should be seeded along all
ditchas in fields that receive animal waste.
Ad3d3tional cammaants :
Pkapazed by :
cgnco:rred in by: L `�_ - --'-' - _ - �, Date: � -'P'4'
- radtiCer
I understand that I must own or haire acaass to equipment.,
prImari ly irrigation _+equip= nt, toi land apply the animal waste
aesc=i.bed in this waste utilization plan. This. equipment mgst be
auailab].e at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year I -day stoxin avert. 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 runof;
oaeurs .
L� w .
'-producer
Technical Specialist: !. � �]`� � ._. Date: 4--�- 9 7
(CCPY- tb producer aril copy to case file)
TOOL P. Bl

WASTE UTnJYATTON PI -AN
REQtM= SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drifi manmade conveyances, direct application, or
direct discharge during operation or land application. Any discharge of waste which reaches surface water is
prohibited
2. There must be documentation in the design folder that the producer either owns or has a notarized agreement for use of
adequate land on which to properly apply the waste. If the producer does not own adequate land to properly dispose of
waste, he -'she shall provide a copy of a notarized agreement with a landowner who is within a reasonable proximity,
allowing him/her the use of the Iand for waste application. It is the responsibility of the owner of the facility to secure
an update of the Waste Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Anima] waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop yields based on soil type,
mailable moisture, historical data, climate conditions, and level of management, unless there are regulations that
restrict the rate of application for other -nutrients. Actual yields may be used in lieu of realistic yield tables at the
discretion of the planner.
4. Animal waste shall be applied on land eroding less than a tons per acre per veal. Waste may be applied to land that is
eroding at more than 5 tons but less than 10 tons per acre per year providing grass filter strips are installed where
runoff' leaves the field_ (Sec FOTG Standard 393-Filter Strips)
5. Odors can be reduced by injecting the waste or disking after waste application. Waste should not be applied when there
is danger of drift from the irrigation field
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or grassland, the waste may be broadcast provided the application
does not occur during a season prone to flooding (See "Weather and Climate in North Carolina" for guidance.)
T Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not occur o$site or to
surface waters and in a method which does not cause drift from the site during application. No ponding should occur
in order to control odor and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall events, or when the surface is frozen_
9. Animal waste should be applied on actively growing crops in such a manner that the crop is not covered with waste to
depth that would prohibit growth The potential for salt damage from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high potential for leaching_
Waste nutrient loading rates on these soils should be held to a aainimum 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 or forages breaking
dormancy..
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: The outer perimeter of the
had area onto which waste is applied from a lagoon that is a component of a swine farm shall be at least 50 feet from
any residential property boundary and from any perennial stream or river other than an irrigation ditch or canal.
MRCS, NC
JUNE, 1996

WASTE UTILIZATION PLAN
REQUIRED SPECIFICAMNS
(continued)
Animal waste other than swine waste from facilities sited on or after October 1, 1995, shall not be applied closer than
25 feet to surface water. This disranc—_ may be reduced for waters that are not perennial provided adequate vegetative
filter strips are present (See Standard 393 - Filter Strips).
12. Anima] waste shall not be applied closer than 100 feet from wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other than those owned by landowner.
14. Waste shall be applied in a manner not to reach other property and public right-of-ways
15. Animals waste shall not be discharged into surface waters, drainageways or wetlands by a discharge or by over -
spraying. Animal waste may be applied to prior converted cropland provided it has been approved as a land
applications site by a "technical specialist". Animal waste applied on grassed waterways shall be at agronomic rates
and in a manner that causes no runoff or drift from the site_
16. Domestic and industrial waste from washdGAn 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, beaus,
pipe runs, etc.)_ Areas shall be fenced, as necessary, to protect the vegetation. Vegetation such as trees, shrubs, and
other woody species, etc. are limited to arras 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 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,
Ieaks, and spills. A regular maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct human consumption -
However, if animal waste is used on crops for direct human consumption it should only be applied preplant with no
further applications of animal waste during the crop season.
21. Highly visible permanent markers shall be installed to mark the top and bottom elevations of the temporary storage
(pumping volume) of all waste treatment lagoons_ Pumping shall be managed to maintain the liquid level between the
markers_ A marker will be required to mark the maximum storage volume for waste storage ponds.
22. Soil tests shall be made every two years and a liquid waste analysis be taken at least twice each year consistent with
waste utilization plan. Poultry litter shall be tested prior to application. Soil and waste analysis records shall be kept
for Eve years.
23. Dead animals will be disposed of in a manner that meets NC regulations.
MRCS, NC
JUNE, 1996

North Carolina Agricultural Extension Service
Agri -Waste Management
Biological and Agricultural Engineering North Carolina State University
LIVESTOCK WASTE SAMPLING, ANALYSIS AND CALCULATION
OF LAND APPLICATION RATES
James C. Barker*
I. SAMPLE COLLECTION
A. Semi -Solid Lot Manure
i. Scraped directly from lot into spreader
a) From loaded spreader, collect about 2 lbs of manure from different locations using
nonmetallic collectors.
ii. From Storage
a) Collect about 2 lbs of manure from under the surface crust avoiding bedding materials and
using nonmetallic collectors
B. Liquid Manure Slurry
i. Under -slotted -floor pit
a) Extend a '/2" nonmetallic conduit open on both ends into manure to pit floor.
b) Seal upper end of conduit (e.g., by placing a thumb over end of conduit) trapping manure
that has entered lower end., remove and empty slurry into plastic bucket or nonmetallic
container.
c) Take subsamples from 5 or more locations or at least 1 quart-
d) Mix and add about'/. pint to nonmetallic sample container.
ii. Exterior storage basin or tank
a) Make sure manure has been well mixed with a liquid manure chopper -agitator
pump or propeller agititor.
b) Take mbsamples from about 5 pit locations, from agitator pump or from manure spreader
and place in a plastic bucket_
* Professor and Extension Specialist, Biological and Agricultural Engineering
Department, North Carolina State University, Raleigb, NC

lr. SAMPLE PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed. Rinse residues from container with
clean water but do not use disinfectants, soaps, or treat in any other way.
B. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C. Hand -delivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing material such as newspaper, box or package with
wrapping paper, and tape.
E. Commercial sample containers and mailers are also available, Contacts:
1. ABA L Eastern Agricultural Lab, Inc.
7621 Whitepine Road
Richmond, VA 23237
Ph: [phone]
2. Fisher Scientific Co.
3315 Winton Road
Raleigh, NC 27604
Ph: [phone]
3. Polyfoam Packers Corp.
2320 S. Foster Avenue
Wheeling, rL 60090
Ph: [phone]
4. NASCO
901 Janesville Avenue
Fort Atkinson, Wl 53538
Ph: [phone]
F. Private analytical Iabs are available, but sample analyses are costly-
G. The NCDA provides this service for North Carolina residents_
i. Address: North Carolina Department of Agriculture
ii. Agronomic Division
Plant/WastdSolution Advisory Section
Blue Ridge Road Center
P. O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell
iii. Forward $4 along with the sample
iv_ include the following identification information with sample:
a) Livestock species (dairy, swine, turkey, etc.)
b) Livestock usage (swine -nursery, finishing, turkey -breeders, brooderhause, grower, number
flocks grown on litter, etc.)
c) Waste type (dairy -lot scraped manure, liquid slurry; swine -pit slurry, lagoon liquid, sludge;
broiler -house litter, stockpile)
v. Routine analyses performed on all samples: N, P, K, Ca, Mg, Ma, S, Fe, Mn, Zn, Cu, B
vi. Additional analyses performed upon request: DM, Mo, Cd, Ni, Pb

KEEP TIHS WITH YOUR CERTIFICATION AND OTHER WASTE
MANAGEMENT RECORDS
Before the end of 1996, all Carroll's company farms and grower
farms will have a new addition in their waste treatment lagoons
a LIQUID LEVEL INDICATOR. Though simple in design, this tool
will go a long way in assisting all of us to better manage the
liquid level in our lagoons.
1. SHOW THE MAXIMUM LIQUID LEVEL (this is the top pipe and is
located below the 1 foot freeboard and 25 year 24 hour storm).
The newer indicators are painted red down to the maximum
liquid level. If the liquid is in the RED, the farm is out of
compliance.
2. SHOW THE HALFWAY POINT (this is the middle pipe and is 1 foot
below the maximum level and 1 foot above the minimum or stop
pumping level). Waste management operators are encouraged to
utilize this level for pumping during the spring and summer
months. This will allow extra storage for periods of wet
weather or extremely heavy rains.
3. SHOW THE MINIMUM LEVEL (stop pumping). This pipe will be 2
feet below the start pumping elevation for most lagoons.
Irrigating below this level will reduce waste treatment
and can result in odors and less breakdown of solids. It is
strongly recommended that all farms be at this level when
going into the winter months.
Like many other management tools, the liquid level indicator is
no better than the person who uses it. If even one spill can be
prevented, this effort will be worthwhile for the industry.
MAXIMUM LI UID LEVEL START PUMPING
HALFWAY LIQUID LEVEL USE THIS LEVEL FOR BEST MANAGEMEN
MINIMUM LIQUID LEVEL STOP PUMPING

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production Vegetative or wooded buffers;
Er"'ltecommended best management practices;
0----Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals Dry floors
Floor surfaces • Wet manure -covered floors G—Slotted floors;
Gr Waterers located over slotted floors;
❑ Feeders at high end of solid floors;
U"- Scrape manure buildup from floors;
13' Underfloor ventilation for drying
Manure collection pits • Urine; Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
li' Underfloor ventilation
Ventilation exhaust fans • Volatile gases; 9' Fan maintenance;
Dust C Efficient air movement
Indoor surfaces • Dust G' Washdown between groups of animals;
GY"'Feed additives;
0 Feeder covers;
0 Feed delivery downspout extenders to feeder
covers
Flush tanks * Agitation of recycled lagoon O Flush tank covers;
liquid while tanks are filling 0 Extend till lines to near bottom of tanks with
anti -siphon vents
Flush alleys • Agitation during wastewater Er Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon ❑ Extend recharge lines to near boiiont of pits
liquid while pits are filling with anti -siphon vents
Lift stations • Agitation during sump lank ❑ Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater ❑ Box covers
or junction boxes conveyance
AMOC - November 11, 1996, Page 3

f
1
• Source Cause BMPs. to Minimize Oddr Site Specific Practices
End of drainpipes at • Agitation during wastewater l' Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces a Volatile gas emissions; Proper lagoon liquid capacity;
+ Biological mixing; Or -,"Correct. lagoon startup procedures;
+ Agitation 13"' Minimum surface area -to -volume ratio;
❑ Minimum agitation when.pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler + High pressure agitation; 3--irrigate on dry days with little or no wind;
nozzles • Wind drift CT" 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; ❑ 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
0
Soil injection of slurry/sludges
slurry or sludge on field
drying
❑
Soil incorporation within 48 hrs.;
surfaces
D
Spread in thin uniform layers for rapid drying;
❑
Proven biological additives or oxidants
Dead animals +
Carcass decomposition
Proper disposition of carcasses
Dead animal disposal + Carcass decomposition ❑ Complete covering of carcasses in burial pits;
pits ❑ Proper locat ion/construci ion of disposal pits
Incinerators • Incomplete combustion ❑ Secondary stack burners
AP -1C • November 11, 1996, Page 4

Source Cause BMPs to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads azFarm access road maintenance
public roads from farm
access
Additional Information :
Available From :
Swine Manure Management ; 0200 Rule1BMP Packet
NCSU, County Extension Center
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
NCSU - BAE
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
AMOC - November 11, 1996, Page 5

Insect Control Checklist for Animal Operations
Source Cause
BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters + Accumulation of solids
Flush system is designed and operated
sufficiently to remove accumulated solids from
'utters as designed.
GY Remove bridging of accumulated solids at
d charge
Lagoons and Pits • Crusted Solids
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
Maintain vegetative control along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
cumulation of decaying wastage.
(sr can 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
'oisture grain products).
M Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AM- ` - November 11, 1996, Page I

Source Cause BMPs to Control Insects. Site Specific Practices
Animal Holding Areas Accumulations of animal wastes 0 Eliminate low areas that trap moisture along
and feed wastage 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).
Dry Manure Handling • Accumulations of animal wastes ❑ Remove spillage on a routine basis (e.g., 7 - 10
Systems day interval during summer; 15-30 day interval
during winter) where 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.
Alvll �,ovember 11, 1996, Page 2

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.
6d Rendering at a rendering plant licensed under G.S. 106-I68.7
❑ 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 18, 1996

IRRIGATION
DESIGN
CERTIFICATION
FOR
PHIL BROWN
July 22, 1997
I certify that this PIan 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 knot "' K, � vef.
•
M. Floyd Adams a Date
License No. 12273
� 4
Y D •ASP```
El�rli1111;tit0"X

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Phil Brown County
Address: 160 Lyman Rd. Date:
BeulaviIle. NC 28518
Telephone: [phone]
TABLE 1 - Field Specifications (1)
Du lin
7122/97
Field
Number (2)
Approximately
Maximum
Useable Size
of Field (3)
(acres)
Soil Type
Slope
(%a)
Crop(s)
Maximum
Application
Rate (4)
(in/hr)
MaxllllUni
Application
per irrigation
Cycle (4)
(inches)
Comments
1
5.3
NoB
2.4
Small grain/Bermuda (hay)
.5
1.0
2
5.8
AuB
24
Small grain/Bermuda (hay)
.6
.8
jl) Tatilie to be completed in its entirety by Field Office personnel and forwarded to the irrigation system designer.
(2) See attached map provided by the Field Office for field location(s).
(3) Total field acreage minus required buffer areas.
(4) Refer to N.C. Irrigation Guide, Field Office Technical Guide, Section I & G. Annual application must not exceed the agronomic rates for the soil and crop used.

TABLE 2 - Solid Set Irrigation Small Sprinkler Settings
Make, Model and Type of Equipment: Senninger 7025RD 1-1 " with #16 Nozzle, 10 HP Electric Motor with a BI % TPM Berekely Pump
Field No. (1)
and
Zone (2)
Number of
Sprinklers
Wetted
Diameter
(feet)
Sprinkler Spacing (ft)
Along Between
Pipeline Pipelines
Application
Rate
(in/hr)
OPERATING PARAMETERS
Nozzle Operating Operating
Diameter Pressure @ Time @
(inches) Sprinkler Zone (hr.)
(psi)
Wetted
Acres
1A
11
128
80
80
.2
1/4
50
5
1B
11
128
80
80
.2
1/4
50
5
2A
10
128
80
80
.2
1/4
50
4
2B
10
128
8o
80
.2
1/4
50
4
Total effective wetted acres 6.1
ee attac a map.
(2) Show separate entries for each pipeline with hydrants in each field.

TABLE 3 - Irrigation System Specifications
Traveling
Irrigation Gun
Solid Set
Irrigation
Flow Rate of Sprinkler (gpm)
13
Operating Pressure at Pump (psi)
65 psi
Design Precipitation Rate (in/hr)
.2
Hose Length (feet)
xxxxxxx
Type of Speed Compensation
xxxxxxx
Pump Type (PTO, Engine, Electric)
Electric
Pump Power Requirement (hp)
7.76
TABLE 4 - Thrust Block Specifications (1)
Designer may provide thrust block details on separate sheet.
LOCATION
THRUST BLOCK AREA (sq. ft.)
90' Bend-4"
2.3
Dead End
1.6
Tee
1.6
90' Bend--2"
.65
Ground Entry--2"
.46
Tee--2" .46
SeeField ice Technical ZEE, Section IV, Practice Code -DD.
(2) It is recommended that ground entry blocking be approximately 25 % to 33 % more than
that required for 90' ells.

IRRIGATION SYSTEM DESIGNER
Name: W.R. McLeod
Company: Carrolls Food, Inc.
Address: P.O. Box 856, Warsaw, NC 28398
Phone: [phone]
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs.:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block locations and buffer areas where
applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3_ Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance. N.C. Field Office Technical Guide,
Section N, Practice Code 430-DD.
8. The information required by this form are the minimurn requirements. It is the responsibility of the designer to consider all relevant factors at a
particular site and address them as appropriate.
9. Irrigation. pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip 50 feet wide or wider must be maintained between the limits of the irrigation system and all perennial streams and surface waters
per DEHNR-DEM Code Section 15A NCAC 213.0200 - 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.
This solid set system will be operated in 4 zones with either 10 or 11 sprinklers per zone. Each zone will be controlled
by a manual underground gate valve. The sprinkler design Qpexating pressure is 50 psi (a) 13 gpm or„a maximum zone
flow rate of 143 gl2m. The a lication rate is 0.2 inches 12er hour. S rinkler s acin is 80' x 80' with a wetted
diameter of 120' or 62.5 0 .
The pump will be a single phase, 10 hp, electric capable of developing 156 TDH at a flow rate of 145_gpm. The pump
station will include a throttle valve to allow gradual filling of pipe lines durin start up.
All manufacturers procedures and recommendations for startup, shut -down and winterization and regular maintenance
is to be followed as indicated in owner's _manual _provided _with the equipment.

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Ca . mmumm r—L PwLm& L01018
ww"_: wommd CL PUMA& S07367
......... .. .......
...........
........... .......
0 ERK ELEY PUMPS
TYPE "B" RATING CURVES
UnTr)Q
DRIVE
(D
M"ftnftL0I018
UMMIL aeftS07367 nw, 6* Fail
..................... t .....
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CURVt 4075
DATE 1-2-86
PACE 1.02
SUIRSSMES
All previously issued
4,075 Curves
Nominal PLPLNL 3600
Mood an Fresh Water 0 80' F.
Maximum Working Pressure: 150 PSI
200
.. . ... ...... .... .. . ......... 1— ------ --
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T
. . ...... ... ...... . ....... .... .... ....... ........ ..
--- -------
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00 10 20 30 40 so 60 70 80 90 100 110 120
CAPACITY IN U.S. GALLONS PER MINUTE
T-3207 $-W� C-5= — 3-1-72 Dow 7-30-85 maDELE3 I/12TPL
c4a.- unmew C-L poLm& LMOM I&MCNIM& 1-01018 Nominal puo.w 36M
uwiw: uirbw C.L PmLv,*. M07298 (718U)maca6n> See below c&L "/IS" Based on Fresh Water 0 8(r F.
S32401(li U) MaxLmum. Working Pressure: 150 PSI
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200 250
CAPACrrY IN U-S. GALLONS PER MRAUTE
. ,
C-88813 a'— " T-3957-1-2
c-8888 Y2
'.— 12-7-83 7_3" 5 MODEL B I' TPM

R
TABLE 4-THRUST BLOCKSNG AND ANCHORS FOR UNDERGROUND IRRIGATION PIPELINES
O Y
1
F�fj,
a., ij
Step I. MultiPiT the working Ptea mm b7 the appropdate value
shown in th4 following table to obtain total thaurt in N (lb)c
PIPELINE THRUST irACTOBSa t
Pipe sire
In. tram
Dead and
or tee
90'
Elbow
45*
Elbow
22 %'
Elbow
I[A
48
2.94
416
2.25
1,15
2
60
4Z6
8.45
3.50
1,79
2%
73
6.66
9.40
6,10
2,60
3
89
9,80
13.9
7.51
3.82
31A
102
12.8
18.1
9.81
4.99
4
114
16.2
23.0
12.4
6.31
6
141
24.7
35.0
18.9
9.63
6
169
34.8
49.2
26.7
13.6
8
219
59.0
83.5
46.2
23.0
10
273
91.5
130.0
70.0
35.8
12
324
129.0
182.0
98.5
50.3
14
363
160.2
226.E
122,E
62.6
16
389
183.9
260.0
140.7
71.9
l6
406
201.1
284.4
153.8
78.6
18
476
274,7
388.4
210.1
107.4
20
618
326.9
462.2
260.1
127.8
21
560
381.3
539.9
292,1
149.3
24
830
483.2
683.2
369.6
188.9
27
710
613.7
867.13
469.6
239.9
-Based on thrust per kPa (PsO pressure
Mocking for cross may not be needed with long branch lines_
Step 2. Determine the bearing strength of the soil from the table
below:
BEARING STRENGTH 01r SOILS
Soils and sale bearing loads
lblft2 kPa
Sound shale
10 000 500
Cemented gravel and sand
difficult to pick
4 000 200
Coarse and fine compact sand
3 000 160
Medium clap -can be spaded
2000 100
Soft clay
1 000 50
Much
0 0
Step 3. Divide the total thrust abtaload in Step 1 by the bam!hxg
strsasth of the soil to set the area needed, m2(ft2).
SWX THRUST ALTERNATIVE
PROCEDURE
Pipe size
Side thrust -per degree
in. mm
lb
N
1;1 48
51
22.7
2 60
7.9
36.1
2" 73
11.6
61.6
3 89
17.1
76.1
3% 102
22.4
09.6
4 114
28.3
125.9
5 141
43.1
191.7
6 168
60.8
270.5
8 219
103.0
458.2
10 273
160.0
711.7
12 324
225.0
2000.9
14 363
278.2
1257.4
15 389
319.6
1421.0
16 406
349-3
1653.1
18 476
477.3
2123.0
20 618
568.0
2526.5
21 560
663.E
2951.7
24 630
839.6
3734.5
27 710
1066.2
4742.5
*Based an side thrust Par 689 kPa (IGO pd) pressure per degree
of deflection,
NOTE: Maultlpiy aide thrust from table by dog ion of deflection
times kPa (Psi) divided by 100 to obtain total aids thrust in N (lb)

CARROLL'S FOODS, INC. Nip
WARSAW NC 28398
Irrigation Plan - zoM�s
Layauf
~
Farm Name:
JGs
FJ� � �_ 13r a �,� ----- Va I--
Designed By:
,?.�4� ! ate! Date:
Approved By:
- - - Date:
j d
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Date:
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CARROLL'S FOODS, INC. r•
WARSAW, NC 28398 '
Irrigation Plan - Fr'¢ J.'6
s104t-I.. :
Farm Name: ph 1 �r owr
Designed By: ,.�� ,q ,1rt�t�f1 Date:? y7
Approved By: Date:
Installed By-- Date:

The 70 Series full -circle impacts distribute water
over a large diameter on higher volume systems.
• Outwear and cost less than brass sprinklers
• Built in repairability for easy in the field
maintenance
• Lower bearing pipe thread: 1" NPT
• Flow rates: 8 to 45 gpm
Svc,` y
With its double-
o
nozzle design,
the 7025RD 2
`
offers increased
distribution and
7025RD-1-1 tlM
• 25' angle for excellent
distance of throw
Single nozzle design
minimizes clogging
Nozzle Pressure (psi)
7025RD-1-1" M
35
40
45
50
55
60
65
TO
75
80
#14 Nozzle (7132")
Flow (gpm)
8.34
8.91
9.45
9.97
10.5
70.9
11.4
11.8
Spkr- Base Press -Iasi)
35.8
40.9
45.9
51.0
56.0
61,0
66.1
71.2
Diam. at 1.5' Ht-
106
110
115
120
124
129
132
135
Diam. at 6' Ht.
114
120
125
130
135
138
142
145
#16 Nozzle (114')
Flow (gpm)
10.8
11.6
12.3
13.0
13.6
14.2
14.8
15.3
15.9
16A
Spkr. Base Press. (Psi)
36.0
41.2
46.2
51.4
56.4
61.5
66.6
71.8
76.8
81.9
Diam. at 1.5' Ht.
114
118
123
128
133
137
141
144
147
150
Diam. at 6Ht.
122
130
135
140
145
148
150
153
156
159
918 Nozzle (9132')
Flow (gpm)
13.6
14.6
15.5
16,3
17.1
17.8
18.6
19.3
20.0
20.6
Spkr. Base Press. si}
36A
41,6
46.8
51.9
57.0
62.2
67,3
72.4
77.5
82.6
Diam. at 1-5' Hi
122
126
131
135
140
145
148
151
155
158
Diam. at 6' Fit.
129
136
141
145
150
153
156
159
162
164
920 Nozzle (5t16")"
Flow (gpm)
16.8
17.9
19.0
20.0
21.0
22.0
22.9
23.7
24.5
25.3
Spkr. Base Press, i)
37.0
42.2
47.4
52.5
57.7
62.8
68.2
73.3
78.5
83.7
Diam. at 1.5' Ht.
126
131
137
141
146
150
154
157
161
163
Diam. at 6' Hi.
132
139
145
149
154
158
161
164
167
170
#22 Nozzle (11132"1
Flow (gpm)
20.2
21-6
22.9
24.1
25.3
26.4
27.5
28.5
29.6
30.5
Spkr, Base Press. si)
37.6
43.0
48.2
53.4
58.7
64.0
69.2
74.4
79.6
85.0
Diam. at 1.5' Ht.
129
134
139
145
15O
155
158
162
166
168
Diam. at 6' Ht.
135
142
147
152
158
162
166
169
173
175
#24 Nozzle (318")
Flow (gpm)
23.8
25.4
26.9
28.4
29.8
31.1
32.4
33.6
34.8
35,9
Spkr. Base Press.(psi)
38A
43.7
49.0
54.4
59.8
65.2
70.5
75.6
80.8
86.6
Diam. at 1.5' Ht.
131
137
143
148
153
158
163
166
170
172
Diam. at 6' Ht.
138
145
151
156
162
166
170
173
177
179
DIAMETERS ARE" SHOWN IN FEET. Figures reflect actual
test data. Production models may show slight
variation. 'Standard nozzle size.
Maximum stream heignt is 15' (€t)
above nozzle, using .5116"
(#20) nozzle at 50
psi operating pressure.
Diameters shown are tar
standard straight
bore nozzles and stream straightening vanes. Other nozzles
and/or
vane combinations af6 avertable; consult factory for speCihC
performance data.
improved uniformity.
Nozzle Pressure (psi)
7025RD-2-1 "M 35 40 45 50 55 60 65 70 75 80
14 x 8 - #14 Range Node (V32") x #8 Spreader Nozzle -Lavender (1l8")
Flow (gpm)
11.0
11.7
12.5
13.2
13.8
14.4
15-0
15,6
Spkr. Base Press- (psi)
36.0
41.2
46.2
51.4
56-5
61.6
66.7
71 8
Diam. at 1.5' Ht.
106
110
115
120
124
129
132
135
Diam, a1 6' Ht.
114
120
125
130
135
138
142
145
16 x B - #16 Range Nozzle (114") x 98 Spreader Nozzle -Lavender (118')
Row (gpm)
13.5
14.4
15.3
16.2
1&9
17.7
184
19.1 19.8 20A
Spkr, Base Press. (psi)
36.4
41.6
46A
51.9
57.0
62.2
67.3
72.4 77.5 62.6
Diam, at 1.5' Ht.
114
118
123
12B
133
137
141
144
147
150
7025 R D-2-1 "M
Diam. at 6Hi.
122
130
135
140
145
148
150
153
156
159
18 x 8 - #18 Range Nozzle (9132') x 48 Spreader Nozzle
- Lavender (Ve')
Flaw (gpm)
16.3
174
18.5
19.5
20.4
21.3
22.2
23.1
23.9
24.6
• 250 angle for overhead
Spkr. Base Press. (psi)
36.9
42.1
47.3
52.4
57.6
62.8
67.9
73.1
78.4
83-5
irrigation
Diam. at 1.5' Ht.
12-2
126
131
135
140
145
148
151
155
158
Diam. at 6' Ht.
129
136
141
145
150
153
156
159
162
164
• Double nozzle design
18 x 10 - #18 Range Nozzle (9132")
x #10 Spreader Nozzle -Turquoise
(5132")
provides enhanced
Flow (gpm)
17.8
19.1
20.2
21.3
22.3
23.3
24.2
25.2
26.1
26.9
distribution
Spkr. Base Press.(psi)
372
42.4
47.6
52.8
57.9
63.1
68.4
73.6
78.9
84.0
Diam. at 1.5' Ht.
122
126
131
135
140
145
148
151
155
158
Diam_ at 6' Ht.
129
136
141
145
150
153
156
159
162
164
Senninger impacts provide years of
reliable service.
20 x 10 - #20 Range Nozzle (5116") x #10 Spreader Nozzle -Turquoise (5/32")'
Flow (9pm) 21.0 22.4 23.7 25-0 262 27.5
28.6
29.6
30.6
31.5
Spkr. Base Press.(psi) 37.7 42.9 48.3 53.6 58.9 64.2
99.4
74.6
79.8
85.2
Diam. at 1.5` Ht. 126 131 137 141 146 150
154
157
161
163
Diam. at 6' Ht. 132 139 145 149 154 158
161
164
167
170
20 x 12 - 920 Range Nozzle (SMV) x #12 Spreader Nozzle - Red (3l16")
Flow (gpm) 22.9 24.4 25.9 27.2 28.6 29.9
312
32.3
33.4
34.5
Spkr. Base Press. (psi) 38.2 43.5 48.8 54.1 59.4 64.8
70.2
75.5
80-6
85.8
Diam. at 1.5' Ht. 126 131 137 141 146 150
154
157
161
163
Diam. at 6' Ht. 132 139 145 149 154 158
161
164
167
170
22 x 10 - #22 Range Nozzle (11f32`) x 810 Spreader Nozzle - Turquoise (5132")
Flow (gpm) 24.4 26.1 27.5 29.1 30.5 31-9
33.1
34.4
35.7
36A
Spkr. Base Press. (psi) 33.5 43.9 49.2 54.5 59.8 65.3
70.5
75.8
81.5
86.7
Diam. at 1.5' Ht. 129 134 139 145 150 155
158
162
166
168
Diam. at 6Ht. 135 142 147 152 158 162
166
169
173
175
22 x 12 - #22 Range Nozzle (11132") x #12 Spreader Nozzle -Red (3116")
Flow (gpm) 26.3 26.1 29.8 31.3 32.9 34.3
35.8
37.1
38.5
397
Spkr. Base Press. (psi) 39.9 44.3 49.8 55.2 60.6 65.8
71.5
77.1
82.8'
88.5
Diam. at 1.5' Ht. 129 134 139 145 150 155
158
162
166
168 µ
Diam, at 6' Ht. 135 142 147 152 158 162
166
169
173
175
24 x 12 - #24 Range Nozzle (3f8") x #12 Spreader Nozzle -Red (3f16")
Flow (9pm) 29.9 31.9 33.8 35.6 37.4 39.0
40.7
422
43.7
45.1
Spkr. Base Press. Si 39.8 45.3 50.7 56.5 62.3 68A
74.2
80.5
87.3
94.0
Diam. at 1.5' Ht 131 137 143 148 153 158
163
166
170
172
Diam. at 6' Ht 138 145 151 156 162 166
170
173
177
179
DIAMETERS ARE SHOWN IN FEET Figures reffecr actual test data. Production models may show slight variation.
'Standard nozzle size.
Maximum stream height is 15' (ft) above nozzle, using 5116" (#20) nozzle at 50 psi
operating pressure.
Diameters shown are forstandard straight bore nozzles and stream straightening vanes. Other nozzles and/or vane
combinations are available; consult factory for specific performance data -
Page - 12 Solid -Set Caraiog Page - 13 Solid -Set Catalog

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CARROLL'S FOODS, INC.
WARSAW NC 28398
Project: k[km, M ,,
Drawing: bo&I d Lp . MAP
Location: p
Engineer:
Owner.
Scale:
Pre ared By- ,G

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4C.aC` CLASSIFIC i
Feet I Melrrs
1 30"
2 6095
3 91u
t 1.2192
5 1.5240
6 1.8m
7 2.1336
1i 2.43&
9 2.7432
10 3,Guo
To convert Lett to melee
mull,ply by 3049
To Comm meters to het
mWllph 6y 3.2908
CARROLL'S FOODS, INC-
WARSAW, NC 28398
Project: Way MA?4AGr~'�+e9F,1TQLa.4 _
Drawing: users TnPo MAP
Location: apt c� c,o
Engineer.
Owner:
Scale:Prepared By: * �40 Z�' 77 a

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NRCS-CPA-026E
�va� SERVICE $-95
r- HIGHLY ERODIBLE LAND AND WETLAND
CONSERVATION DETERMINATION
~Brown, Phillip A. Tract: 4785 Farm:
ty: Duplin County Request Date: 08/13/96
I-------- --------------------------------------------------------------------
Section I - Highly Erodible Land
ields in this section have undergone a determination of whether they were
ighly erodible land (HEL) or not; fields for which an HEL Determination has
of been completed are not listed. In order to be eligible for USDA benefits,
person must be using an approved conservation system on all HEL.
- - - - - - - - - - - - - - - - - - - . - - - - - - _ - - - - - - - - - -- - - _ _ - - - _ - - - - - _ - - - - -- - - - - - - z - - - -- _ - _ - -
Field HEL(Y/N) Sodbusted(Y/N) Acres Determination Date
-------------------------------------------------------------------------
unl
N
N
0.5 08/29/96
------------------------_____--__-____--__-------------------------------
Section II - Wetlands
l------------------------ -----------------------------------------------------
ields in this section have had wetland determinations completed. See the
etlands Explanation section for additional information regarding allowable
ctivities under the wetland conservation provisions of the Farm Bill and
ection 404 of the Clean Water Act.
---------------------------------------------------------------------------
wetland Determination Certification
Field Label Acres Date Date
---------------------------------------------------------------------------
unl NW
0.5 08/29/96 08/29/96
_________Wetlands^Explanation
etland
:abet
Explanatory Comments
Non -wetland;
Description: An area that does not meet wetland criteria under
natural conditions or wetlands that were converted prior to 1.2/23/85,
not cropped prior to 12/23/85, does not meet wetland criteria, and
has not been abandoned; Authorized cropping: No Restrictions;
Authorized Maintenance: No restrictions unless the manipulation
would convert adjacent wetland labels.
emarks c�e��ap For Areas -------------------------------
COMM
By This Determination!

Date q//Z'/ 57'4,
Mr. Phillip Brown
P 0 Box 469
Beulaviile, NC 28518
Dear Mr. Brown:
Enclosed is your copy of a wetland determination for the tract and field shown
below on which you indicated your intent to clear some land.
Tract 4785 Field un1
The attached aerial,photograph has been delineated to show the area(s) in
question. The photo is a representation of the area that was evaluated. You
should refer to the actual ground delineation for guidance in clearing and to
determine accurate acreages. Each area to be cleared has been identified with a
symbol to denote its classification. The attached CPA-026E lists each field, its
classification, and explains each classification.
This determination is only for the area delineated on the attached photograph. If
you plan to clear more acreage than that shown on the photo, you should request
another wetland determination for that area. In most cases, if wetlands are
present, the wetland area has been flagged on the ground and you should follow
the flags in trying to delineate your wetlands. The map is only an approximate
representation of what was flagged on the ground. You may wish to have the
evaluated area surveyed for future reference and to avoid unintentional
disturbance of wetlands.
This determination has the concurrence of the US Army Corp of Engineers for
purposes of Section 404 of the Clean Water Act. Prior Department of the Army
notification is required. for any discharge of excavated or fill material into waters or
wetlands on this property. A permit is not required for work restricted entirely to
high ground. For project -specific Department of the Army permit requirements
concerning your proposal, please contact Mickey Sugg at 910-251-481 1 . Please
use Action ID when referring to permits associated with
wetlands identified by this letter.
Please contact me if you have any questions concerning this letter.
Sincerely,
Michael E. u
99
District Conservationist

NRCS-CPA-026E
_.. _.: FRVICE 8-95
ERODIBLE LAND AND WETLAND
SERVATION DETERMINATION
cc Tract: 8283 Farm:
Request Date: 08/13/96
Section I - Highly Erodible Land
-this+section have undergone a determination of whether they were
�xodible land (HEL) or not; fields for which an HEL Determination has
en completed are not listed. In order to be eligible for USDA benefits,
on must be using an approved conservation system on all HEL.
- - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - T ---------
Field HEL(Y/N) Sodbusted(Y/N) Acres Determination Date
-------------------------------------------------------------------------
un1
N
N
0.3 08/29/96
Section II - Wetlands
------------------------------------------------------------------------------
Fields in this section have had wetland determinations completed. See the
Wetlands Explanation section for additional information regarding allowable
activities under the wetland conservation provisions of the Farm Bill and
Section 404 of the Clean Water Act.
---------------------------------------------------------------------------
Wetland Determination Certification
Field Label Acres Date Date
-----------------------------------------------------------------------------
unl NW
0.3 08/29/96 08/29/96
---------------------------------------------------------------------------------
Wetlands Explanation
------------------------------------------------------------------------------
detland
-label Explanatory Comments
------------------------------------------------------------------------------
Nan-wetland;
Description: An area that does not meet wetland criteria under
natural conditions or wetlands that were converted prior to 12/23/85,
not cropped prior to 12/23/85, does not meet wetland criteria, and
has not been abandoned; Authorized cropping: No Restrictions;
Authorized Maintenance: No restrictions unless the manipulation
would convert adjacent wetland labels.
s 'Refer to Attached Map For Areas
Covered BY This Determination..

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wg
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ol
rev
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1Y
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LAW?
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QQ th
h
�T
n
h
'g-7614
Po Box 277
Kenansville, NC 28349
Telephone [phone]
Date 9- r z -.7Z
Brown:
ed is your copy of a wetland determination for the tract and field shown
on which you indicated your intent to clear some land.
Farm Tract Field Subfld Acres HEL WET
unl 0 X
The attached aerial photograph has been delineated to show the area(s) in
question. The photo is a representation of the area that was evaluated. You
should refer to the actual ground delineation for guidance in clearing and to
determine accurate acreages. Each area to be cleared has been identified with a
symbol to denote its classification. The attached CPA-026E lists each field, its
classification, and explains each classification.
This determination is only for the area delineated on the attached photograph. If
you plan to clear more acreage than that shown on the photo, you should request
another wetland determination for that area. In most cases, if wetlands are
present, the wetland area has been flagged on the ground and you should follow
the flags in trying to delineate your wetlands. The map is only an approximate
representation of what was flagged on the ground. You may wish to have the
evaluated area surveyed for future reference and to avoid unintentional
disturbance of wetlands.
This determination has the concurrence of the US Army Corp of Engineers for
purposes of Section 404 of the Clean Water Act. Prior Department of the Army
notification is required for any discharge of excavated or fill material into waters or
wetlands on this property. A permit is not required for work restricted entirely to
high ground. For project -specific Department of the Army permit requirements
concerning your proposal, please contact Mickey Sugg at 910-251-4811. Please
use Action ID when referring to permits associated with
wetlands identified by this letter.
Please contact me if you have any questions concerning this letter.
Sincerely,
Michael E. Su
99
District Conservationist