400094_HISTORICAL_20171231

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Water Resources
ENVIRONMENTAL OUALITV
Michael Griffin
Griffin & Griffin Hog Farm, LLC
1650 Griffin Rd
Snow Hill, NC 28580
Dear Michael Griffin:
July 20, 2016
PAT MCCRORY
Governor
DONALD R. VAN DER VAART
secretary
S, JAY ZIMMERMAN
RECEIVED/NCDENR/DWR director
JUL 2 7 20%
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Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS400094
Griffin & Griffin Hog Farm, LLC
Animal Waste Management System
Greene County
The Division of Water Resources (Division) received your sludge survey information on July 11,
2016. With the survey results, you requested an extension of the sludge survey requirement for
the two lagoons at the Griffin & Griffin Hog Farm, LLC facility. Due to the amount of treatment
volume available, the Division agrees that a sludge survey is not needed until 2019 for your
lagoons.
The next sludge survey for the two lagoons at the Griffin & Griffin Hog Farm, LLC facility
should be performed before December 31, 2019.
Please call me at [phone] if you have any questions.
Sincerely,
J. R. Joshi
Animal Feeding Operations Program
cc: Washington Regional Office, Water Quality Regional Operations Section
Permit File AWS400094
State of North Carolina I Environmental Quality I Water Resources
1636 Mail service Center I Raleigh, North Carolina 27699.1636
919 807 6464

NCDENR
North Carolina Department of Environment and Natural Resources
Pat McCrory John E, Skvarla, III
Governor Secretary
Griffin and Griffin Hog Farm, LLC
Griffin and Griffin Hog Farm, LLC
1650 Griffin Rd
Snow Hill, NC 28580
October 1, 2014
Subject: Certificate of Coverage No. AWS400094
Griffin and Griffin Hog Farm, LLC
Swine Waste Collection, Treatment,
Storage and Application System
Greene County
Dear Griffin and Griffin Hog Farm, LLC:
In accordance with your renewal and change of ownership request, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to Griffin and Griffin Hog Farm, LLC, authorizing the operation of
the subject animal waste management system in accordance with General Permit AWG 100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for Griffin and Griffin Hog Farm, LLC, located in Greene County, with a swine animal
capacity of no greater than the following annual averages:
Wean to Finish: Feeder to Finish: Boar/Stud:
Wean to Feeder: 12000 Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
This COC shall be effective from the date of issuance until September 30, 2019, and shall hereby void
Certificate of Coverage Number AWS400090 that was previously issued to this facility. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit, the facility's CAWMP, and this COC. An adequate system
for collecting and maintaining the required monitoring data and operational information must be
established for this facility. Any increase in waste production greater than the certified design capacity or
increase in number of animals authorized by this COC (as provided above) will require a modification to
the CAWMP and this COC and must be completed prior to actual increase in either wastewater flow or
number of animals.
Please read this COC and the enclosed State General Permit carefully. Please pay careful attention to the
record keeping and monitoring conditions in this permit. Record keeping forms are unchanged with this
General Permit. Please continue to use the same record keeping forms.
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone] \ Internet: http'/Awm.ncdonr.gov/
An Equal Opportunity 1 Affirmative Action Employer— Made in part by recycled paper

If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per NRCS standards a 100-foot separation shall be maintained between water supply wells and any
lagoon, storage pond, or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Program for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition IL22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You
may find detailed watch/warning information for your county by calling the Newport/Morehead City, NC
National Weather Service office at [phone], or by visiting their website at:
http://www.weather.gov/mhx/
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office staff
may be reached at 910-433-3326. If you need additional information concerning this COC or the General
Permit, please contact the Animal Feeding Operations Program staff at [phone].
Sincerely,
for Thomas A. Reeder
Director, Division of Water Resources
Enclosure (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Washington Regional Office, Water Quality Regional Operations Section
Greene County Health Department
Greene County Soil and Water Conservation District
WQROS Central Files (Permit No. AWS400094)
AFO Notebooks
Murphy -Brown LLC

Pat McCrory
Governor
NCDENR
North Carolina Department of Environment and Natural Resources
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Griffin and Griffin Hog Farm LLC
Griffin and Griffin Hog Farm LLC
1650 Griffin Rd
Snow Hill, NC 28580
Dear Griffin and Griffin Hog Farm LLC:
July 31, 2014
Secretary
SEP 1 1 2014
uW -VAR0
Subject: Additional Information Request
Griffin and Griffin Hog Farm LLC Farm
Certificate of Coverage No. AWS400094
Animal Waste Management System
Greene County
The Animal Feeding Operation Program of the Division of Water Resources has completed a preliminary review of
your renewal permit application package. Additional information is required before we may continue our review.
Please address the following items within 15 (Fifteen) days of receipt of this letter:
The number and type of animals specified in your current permit and permit renewal application form
(12000 Wean to Feeder swine) are different than those specified in your latest Waste Utilization Plan (7000
Swine Nursery). To correct this discrepancy, there are two options available to you. You may choose to reduce
your permitted animal numbers to the level of your waste utilization plan by filing new application form together
with Animal Waste Management Plan Certification form, or you may submit new WUP designed for 12000 Wean
to Feeder swine. Please be advised that the swine operation may not exceed their permitted steady state live weight
(SSLW) without meeting the performance standards specified in Senate Bill 1465. A copy of this bill can be found
at:
http://www.ncleg.net/Sessions/2007/Bills/Senate/HTML/S 1465v7.html
A blank copy of the Animal Waste Management Plan Certification can be downloaded from the following web
link:
http://portal.nedenr.org/c/document librarylget file?uuid=72e4844f-6586.493e-9638-74f791 cd6caf&groupld=38364
Please reference the subject application number when providing the requested information. All revised and/or
additional documentation shall be signed and dated to my attention at the address below. Such information can also
be submitted electronically at [e-mail].
Please feel free to contact me at [phone] if you have any questions regarding this letter,
Sincerely,
Miressa D. Garoma
Animal Feeding Operations Program
Water Quality Regional Operations Section
Division of Water Resources, NCDENR
cc: Washington Regional Office, Water Quality Regional Operations Section
Greene County Soil and Water Conservation District
Murphy -Brown, LLC
Central Files- AWS400094
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Phone: [phone] Internet: www.ncdenr.gov
An Equal Opportunity 1 Affirmative Action Employer —Made in part by recycled paper

.
Aria
NCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Resources
Water Quality Programs
Pat McCrory
Thomas A. Reeder
John E. Skvarla, III
Governor
Director
Secretary
March 3, 2014
Otis Griffin
Griffin and Griffin Hog
Farm, LLC
1610 Griffin Rd
Snow Hill, NC 28580
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2014, Copies of the new animal waste operation State Non -Discharge General Permits are available at
http://www.newaterqualit .orp(web/wg/gps/afo/apes or by writing or calling:
NCDENR—DWR
Animal Feeding Operations Branch
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits, you must submit an application_ for permit
coverage to the Division. Enclosed you will find a `Request for Certificate of Coverage Facility Currently Covered by an_Expiring
State Non -Discharge General Permit.' The application form must be completed, signed and returned by April 1, 2014. Please note
that you must include one (1) cony of your most recent Waste Utilization Plan with the signed application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-807-6464.
Sincerely,
S. Jay Zimmerman, P.G., Chief
Water Quality Regional Operations Section
Enclosures
cc (w/o enclosures): Washington Regional Office, Water Quality Regional Operations Section
Greene County Soil and Water Conservation District
WQROS Unit Central Files - AWS400094
Murphy -Brawn LLC
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 512 N. Salisbury St Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] /
Intemet: MMLaWterguality.org
An Equal Opportunity 1 Affirmative Action Employer

State of North Carolina
Department of Environment and Natural Resources
Division of Water Resources
Animal Waste Management Systems
Request for Certificate of Coverage
Facility Currently Covered by an Expiring State Non -Discharge General Permit
On September 30, 2014, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State Non -
Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications must be
received by the Division of Water Resources by no later than April 1, 2014.
Please do not leave any question unanswered. Please verify all Information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Facility Number: 400094 and Certificate of Coverage Number: AWS400094
2, Facility Name: Griffin and Griffin Hog Farm, LLC
3. Landowner's name (same as on the Waste Management Plan): Otis Griffin
4. Landowner's mailing address: 1610 Griffin Rd
City/State: Snow Hill NC Zip: 28580
Telephone Number (include area code): [phone] E-mail:
5. Facility's physical address: 1554 Griffin Rd
City: Snow Hill State: NC Zip: 28580
6. County where facility is located: Greene
7. Farm Manager's name (If different than the Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's name (if there is not an integrator write "None"): Murphy -Brown LLC
10. Operator in Charge (OIC) name: Michael Griffin
11. Lessee's name (if there is not a lessee write "None"):
12. Indicate animal operation type and number:
Telephone Number
OIC #
Swine
Cattle
Dry Poultry
Wean to Finish
Dairy Calf
Non Laying Chickens
Wean to Feeder 12000
Dairy Heifer
Laying Chickens
Farrow to Finish
Milk Cow
Turkeys
Feeder to Finish
Dry Cow
Other
Farrow to Wean
Beef Stocker Calf
Pullets
Farrow to Feeder
Beef Feeder
Turkey Poults
Boar/Stud
Beef Brood Cow
Gilts
Other
Other
Wet Poultry
Horses - Horses
. Sheep- Sheep
Non Laying Pullets
Horses - Other
Sheep - Other
Layers
FORM: RENEWAL -STATE GENERAL 03/2014

Mail one (1) copy of the most recent Waste Utilization Plan (WUP) along with the field maps for this facility with this
completed and signed application as required by NC General Statures 143-215.1OC(d) to the address below. The WUP must
be signed by the owner and a certified technical specialist.
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and the WUP to: [e-mail]
1 attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. 1 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. Note: In accordance with NC General Statutes 143-215.6A and 143-
215.613, any person who knowingly makes any false statement, representation, or certification in any application may be subject to
civil penalties up to $25,000 per violation. (18 U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or
imprisonment of not more than 5 years, or both for a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a corporation,
signature should be by a principal executive officer of the corporation):
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDENR—DWR
Animal Feeding Operations Branch
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 03/2014

CER
North Carolina Department of Environment and Natural Resources
Division of Water Quality
BEwe,)) Eaves Perdue Coleen H. Suiiins Dee Freeman
Governor Director Secretary
February 14, 2011
Otis Griffin
Griffin & Griffin Hog Farm, LLC
1650 Griffin Rd
Snow Hill, NC 28580
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS400094
Griffin R Griffin Hog Farm, LLC
Animal Waste Management System
Greene County
Dear Otis Griffin:
The Division of Water Quality (Division) received your sludge survey information on January
24, 2011. -With the survey results, you requested an extension of the sludge survey requirement
for the two lagoons at the Griffin & Grim Hog Farm, LLC facility. Due to the amount of
treatment volume available, the Division agrees that a sludge survey is not needed until 2014 for
your lagoons.
The next sludge survey for the two lagoons at the Griffin & Griffin Hog Farm, LLC facility
should be performed before December 31, 2014. Thank you for your attention to this matter.
Please call me at [phone] if you have any questions.
Sincerely,
Miressa D. Garoma
Animal Feeding Operations Unit
cc: ( Washington_Regional Qffi 1!Kquifer_Protection Section
Pen -nit File AWS400094
FCA 1
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MCDENR
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
October 1, 2009
Otis Griffin
Griffin and Griffin Hog Farm, LLC
1610 Griffin Rd
Snow Hill, NC 28580
Dee Freeman
Secretary
Subject: Certificate of Coverage No. AWS400094
Griffin and Griffin Hog Farm, LLC
Swine Waste Collection, Treatment,
Storage and Application System
Greene County
Dear Otis Griffin:
In accordance with your renewal request, we are hereby forwarding to you this Certificate of Coverage
(COC) issued to Otis Griffin, authorizing the operation of the subject animal waste management system
in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Griffin and Griffin Hog Farm, LLC, located in Greene County, with a swine
animal capacity of no greater than the following annual averages:
Wean to Finish: Feeder to Finish: Boar/Stud:
Wean to Feeder: 7000 Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: 1000 Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
The COC shah be effective from the date of issuance until September 30, 2014, and shall hereby void
Certificate of Coverage Number AWS400094 that was previously issued to this facility. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit, the facility's CAWMP, and this COC. An adequate system
for collecting and maintaining the required monitoring data and operational information must be
established for this facility. Any increase in waste production greater than the certified design capacity or
increase in number of animals authorized by this COC (as provided above) will require a modification to
the CAWMP and this COC and must be completed prior to actual increase in either wastewater flow or
number of animals.
1636 Mail Service Center, Raleigh, North Carolina 27699.1636
Location: 2728 Capital Blvd., Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877.623-6748
Internet: www.ncwaterquality.org
Nb . ar-china
An Equal Opportunity 1 Atfirmalive Action Emooyer

If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 2T .0105(h) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, then an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Unit for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition 11.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You
may find detailed watch/warning information for your county by calling the Newport/Morehead City, NC
National Weather Service office at [phone], or by visiting their website at:
www.erh.noaa.gov/er/mhx/
This facility is located in a county covered by our Washington Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Sincerely,
for Coleen H. Sullins
Enclosure (General Permit AWG100000)
cc: (Certificate of Coverage only for all ces)
Washington Regional Office, Aquifer Protection Section
Greene County Health Department
Greene County Soil and Water Conservation District
APS Central Files (Permit No. AWS400094)
AFO Notebooks
Murphy -Brown, LLC

� ,
MCDEt► R
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H. Sullins
Governor Director
October 15, 2009
Otis Griffin
Griffin and Griffin Hog Farm, LLC.
1610 Griffin Rd
Snow Hill, NC 28580
Dee Freeman
Secretary
Subject: Certificate of Coverage No. AWS400094
Griffin and Griffin Hog Farm, LLC
Swine Waste Collection, Treatment,
Storage and Application System
Greene County
Dear Otis Griffin:
In accordance with your request, we are hereby forwarding to you this corrected Certificate of Coverage
(COC) issued to Otis Griffin, authorizing the operation of the subject animal waste management system
in accordance with General Permit AWG100000.
This approval shall consist of the operation of this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the Griffin and Griffin Hog Farm, LLC, located in Greene County, with a swine
animal capacity of no greater than the following annual averages:
Wean to Finish: Feeder to Finish: Boar/Stud:
Wean to Feeder: 12000 Farrow to Wean: Gilts:
Farrow to Finish: Farrow to Feeder: Other:
If this is a Farrow to Wean or Farrow to Feeder operation, there may be one boar for each 15 sows. Where
boars are unnecessary, they may be replaced by an equivalent number of sows. Any of the sows may be
replaced by gilts at a rate of 4 gilts for every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2014, and shall hereby void
Certificate of Coverage Number AWS400094 that was previously issued to this facility. Pursuant to this
COC, you are authorized and required to operate the system in conformity with the conditions and
limitations as specified in the General Permit, the facility's CAWMP, and this COC. An adequate system
for collecting and maintaining the required monitoring data and operational information must be
established for this facility. Any increase in waste production greater than the certified design capacity or
increase in number of animals authorized by this COC (as provided above) will require a modification to
the CAWMP and this COC and must be completed prior to actual increase in either wastewater flow or
number of animals.
Please carefully read this COC and the enclosed State General Permit. Please pay careful attention to the
record keeping and monitoring conditions in this hermit. Record keening forms are unchanged with this
1636 Mail Service Center, Raleigh, North Carolina 27699-1636
Location: 2728 Capital Blvd , Raleigh, North Carolina 27604
Phone: [phone] FAX: [phone] Customer Service: 1-877-623.6748
Internet: www.ncwaterquality.org
An Equal Opportunity 1 Affirmative Action Employer
C 1, f.l 111 ti^ 1
1
OCT 3 6No thCaii
Natura
ina

If your Waste Utilization Plan (WUP) has been developed based on site -specific information, careful
evaluation of future samples is necessary. Should your records show that the current WUP is inaccurate
you will need to have a new WUP developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Per 15A NCAC 2T .0105(h) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, then an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the Animal Feeding Operations Unit for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
In accordance with Condition 11.22 of the General Permit, waste application shall cease within four (4)
hours of the time that the National Weather Service issues a Hurricane Warning, Tropical Storm Warning,
or a Flood Watch associated with a tropical system for the county in which the facility is located. You
may find detailed watch/warning information for your county by calling the NewporL/Morehead City, NC
National Weather Service office at [phone], or by visiting their website at:
www.erh.noaa.izov/er/mhx/
This facility is located in a county covered by our Washington Regional Office. The Regional Office
Aquifer Protection Staff may be reached at [phone]. If you need additional information
concerning this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at
[phone].
Sincerely,
for Coleen H Sullins
Enclosure (General Permit AWG100000)
cc: (Certificate of Coverage only for all ccs)
Washington Regional Office, Aquifer Protection Section
Greene County Health Department
Greene County Soil -and-Water,Conservation District
APS Central Files'(Permit No. AWS400094)
AFO Notebooks
Murphy -Brown, LLC

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins, Director
Division of Water Quality
August 7, 2007
MR. OTIS GRIFFIN
GRIFFIN SWINE FARM
1610 GRIFFIN ROAD
SNOW HILL, NORTH CAROLINA 28580
Subject: Certificate of Coverage No. AWS400094
Griffin Swine Farm
Swine Waste Collection, Treatment, Storage and
Application System
Greene County
Dear Mr. Griffin:
In accordance with your request, received on May 25, 2006, for a modification to your existing permit to increase
the number of animals (7,000 to 12,000 animals) permitted on the site, we are forwarding to you this Certificate
of Coverage (COC). The aforementioned COC is issued to Otis Griffin authorizing the operation of the animal
waste collection, treatment, storage, and land application system in accordance with General Permit AWG100000.
The increase of animals to 12,000 will not exceed the facility's registered SSLW and will be in compliance with
the Moratoria on Construction or Expansion of Swine Farms.
This approval shall consist of the operation of this system including, but not limited to, the management of animal
waste from Griffin Swine Farm, located in Greene County, with an animal capacity of no greater than an annual
average of 12,000 Wean to Feeder swine and the application to land as specified in the facility's Certified
Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or Farrow to Feeder operation, there
may also be one boar for each 15 sows. Where boars are unneccessary, they may be replaced by an equivalent
number of sows. Any of the sows may be replaced by gilts at a rate of 4 gilts for every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2009, .and shall hereby void Certificate
of Coverage Number AWS400094 dated March 30, 2005, and shall be subject to the conditions and limitations as
specified therein. Pursuant to this COC, you are authorized and required to operate the system in conformity with
the conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information must be
established for this facility. Any increase in waste production greater than the certified design capacity or
increase in number of animals authorized by this COC (as provided above) will require a modification to the
CAWMP and this COC and must be completed prior to actual increase in either wastewater flow or number of
animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State General
Permit, it contains new requirements in addition to most of the conditions contained in the previous State General
Permit. Enclosed for your convenience is a package containing the new and revised forms used for record
keeping and reporting. Please nay careful attention to the record kegping_an_d monitoring conditions in this
permit.
If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation of future
samples is necessary. Should your records show that the current Waste Utilization Plan is inaccurate you will
need to have a new Waste Utilization Plan developed.
Na Carolina
�tura!!r�
North Carolina Division of Water Quality 1617 Mail Service Center Raleigh, NC 27699-1617 Phone.[phone] Customer Service
Internet: www,ncwaterouali�.orA Location: 512 N. Salisbury St. Raleigh, NC 27604 Fax [phone]
An Equal Opportunity/Affirmative Action Employer— 50% Recycledl10% Post Consumer Paper

The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable laws,
rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate under this
permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit documentation
to the Division demonstrating that all current NRCS standards are met prior to restocldng of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply wells
shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation shall be
maintained between water supply wells and any lagoon, storage pond, or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions. specified in this COC, the General Permit or the
CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-215.6A through
143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the General
Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to the .
Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to apply for
an individual permit by contacting the staff member listed below for information on this process. Unless such a
request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Washington 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 Dennis Lund at [phone].
Sincerely,
for Coleen H. Sullins
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Washington Regional Office, Aquifer Protection Section
Greene County Health Department
Greene County Soil and Water Conservation District
Permit File AWS400094
APS Central Files
�',�:�J,`J?8 �101`INIHSVM s `;
AUG 1
�I

Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen H. Sullins Director
Division of Water Quality
July 23, 2007
Otis Griffin
Griffin Swine Farm
1650 Griffin Rd
Snow Hill, NC 28580
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS400094
Griffin Swine Farm
Animal Waste Management System
Greene County
Dear Otis Griffin:
The Division of Water Quality (Division) received your sludge survey information on July 10,
2007. With the survey results, you requested an extension of the sludge survey requirement for
the lagoon at the Griffin Swine Farm facility not to be required until 2009. Due to the amounts
of treatment volume available, the Division agrees that a sludge survey is not needed until 2009.
The results of the 2009 sludge survey are to be submitted by March 1, 2010. Thank you for your
attention to this matter. If you have any questions, Please call me at [phone].
Sincerely,
Miressa D. Garoma
Soil Scientist
cc: WasYiington_Regionai--OfflcP,_Aquife_ r Protection, -Section
Central Files
J U i_ 2 4 2007
;Sy
xs
Aquifer Protection Section 1636 Mail Service Center
Internet: www newater ualit ar Location: 2728 Capital Boulevard
An Equal Opportunity/Affirmative Action Employer— 50°% Recycled110°% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone:
Raleigh, NC 27604 Fax I:
Fax 2:
Customer Service:
_ Aortna hCarolina
1Altyra!!Y
[phone]
[phone]
[phone]
[phone]

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Griffin Swine Farm
Otis Griffin
1610 Griffin Rd
Snow Hill, NC 28580
252-747-2142
05-17-2007
This plan has been developed by:
R. Gregory Swain, P. E.
Swain Consulting Services, Inc.
150 Cabin Creek Lane
Clinton, NC 28328
910-590-2703
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste management that are included with this plan.
J
Signature ( er)
-!!5--Z�r~07
Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices adopted
by the Soil and Water Conservation Commission.
- Plan Approved By: oO" L-:7 S I' 7/0
Technical Specialist Signature Date
Iti��tiHa�cgl
G
be
•— --SEAL •- y_
Prego-. F Data ersion 3.1 Date Printed: 05-17-2007 Cover Page 1
,,�;�.Nc1Nt".G�,?,�

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5
Swine Nursery Lagoon Liquid waste generated 1,337,000 gals/year by a 7,000 animal
SwineNursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
3079
Incorporated
5289
Injected
5824
Irrigated
3347
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (Ibs)
PAN Surplus/
Deficit Obs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
3,347
7747
-4,400
3,094,430
-1,757,430
Year 2
3,347
8053
4,706
3,216,802
-1,879,802
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this sourc
Preview Database Version 3.1 Date Printed: 05-17-2007 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield
estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where
available.
Planned Crops Summary
LTract
Leld
Total
Acres
Useable .Leaching
Acres Index (LI) Soil Series
Crop Sequence
RYE
101
1A
2.60
1.87
NIA
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Barnudagrass Hay
5-4 Tons
101
1 B
2.90
2,13
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.4 Tons
101
2A
6.50
4.89
NIA
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.4 Tons
101
2B
5.00
3,64
NIA
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.4 Tons
101
3A
3.07
2.38
NIA
Wagram
Corn, Grain
75 bu,
Small Grain Overscod
1.0 Tons
Soybeans, Manured, Full Season
28 bu.
10]
3B
2.62
2.46
N/A
Wagram
Corn, Grain
75 bu.
Small Grain Overseed
1.0 Tons
Soybeans, Manured, Full Season
28 bu.
101
3C
4.21
2.84
NIA
Wagram
Corn, Grain
75 bu.
Small Grain Overseed
1,0 Tons
Soybeans, Manured, Full Season
28 bu.
101
7A 1
3.81
1.72
NIA
Wagram
Corn, Groin
75 bu.
Snail Grain Overseed
1.0 Tons
Soybeans, Manured, Full Season
28 bu.
101
BA
3.71
2.75
NIA
Wagram
Corn, Grain -
75 bu.
-
Small Grain Overseed
1.0 Tons
Soybeans, Manured, Full Season
28 bu.
101
813
2.06
1.52
N/A
Wagram
Corn, Grain
75 bu.
Small Grain Overseed
1.0 Tons
Soybeans, Manured, Full Season
28 bu.
101
8C
1.39
1.03
NIA
Wagram
Com, Grain
75 bu,
Small Grain Overseed
1.0 Tons
Soybeans, Manured, Full Season
28 bu.
101
817
5.02
4.37
N/A
Wagram
Corn, Grain
75 bu.
Small Grain Overseed
1.0 Tons
Preview Database version 3.1 Date Printed 5/17/2007
PCs Page I of 2
NOTE: Symbol * means user entered data

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
Soybeans, Manured, Full Season
28 hu.
101
8E
6,071
4.78
NIA
lWagram
Corn, Grain
75 bu.
Small Grain Overseed
1.0 'tons
Soybeans, Manured, Full Season
28 bu.
101
9A
6.13
i 3.76
NIA
Wagram
Corn, Grain
75 bu.
Small Grain Overseed
I.0 Tons
Soybeans, Manured, Full Season
28 bu.
101
9B
3.51
3.37
NIA
Wagram
Corn, Grain
75 bu.
Small Grain Overseed
1,0 Tons
Soybeans, Manured, Full Season
28 bu.
101
9C
3.57
3.06
NIA
Wagram
Corn, Grain
75 bu.
Small Grain Overseed
1.0 Tons
Soybeans, Manured, Full Season
28 bu.
PLAN TOTALS: 62.17 46.57
-EJ
Potenfidl'Lea6hing
Technical,Guidance,
2
Low potential to contribute to soluble
None
nutrient leaching below the root zone.
>_ 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
<=10
soluble nutrient leaching below the
of zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that
utrient leaching below the root zone.
improve the soils available water holding capacity and improve nutrient use efficiency
> 10
should be considered. Examples are Cover Crops (340) to scavenge nutrients,
Sod -Based Rotations (328), Long -Term No -Till (778), and edge -of -field practices such
as Filter Strips (393) and Riparian Forest Buffers (391).
Preview Database Version 3.1 Date Printed 5/17/2007
PCS Page 2 of 2
NOTE: Symbol * means user entered data

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and
proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included A balance of the total manure produced and the total manure applied is included i
the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Wacta llfili�ufinno IrRhIp Voa. 1
-
Tract
-
Field
Sou =
E)
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
App5G
Period
"en
PA
[Nuftimf
Comm.
Felt
Nutrent
Applied
(ibs/A)
Rey
WA)
Appfia
MchDd
Manure
PA
utriartA
pplied
(1bs/A)
Liquid
creA
pplied
(acre)
Solid
Manure
Applied
(acre)
liquid
Manure
Applied
(Field)
Solid
Manure
AppliedRedd
(Field)bs/A)
N
N
N
N
1000
gul/A
Tons
1000 gals
tons
101
IA
S51
Wagram
2.60
1.87
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
37.35
0.00
lot
IA
S51 Wagram
2.60
1.87
Hybrid Bermudagrass Hay
5.4 Tons
3/1-9/30
264
0
0
Irrig.
264
105.45
0.00
197.20
0.00
101
IB
S5 Wagram
2.90
2.13
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.971
0.00
42.54
0.00
lot
1B
S5 t Wagram
2.90
2.13
Hybrid Bermudagrass Hay
5.4 Tons
3/1-9/30
264
0
0
Irrig.
264
t05.45
0.00
224.61
0.00
101
2A
S51 Wagram
6.50
4.89
Small Grain Overseed
1.0 Tons
10/1-3/31.
50
0
0
Irrig.
50
M97
0.00
97.661
0.00
101
2A
S51 Wagram
6.50
4.89
Hybrid Bermudagrass Hay
5.4 Tons
311-9130
264
0
0
Irrig.
264
105.45
.0.00
515.66
0.00
101
2B
S5 Wagram
5.00
3.64
Small Grain Overseed
1.0 Tours
10/1-3131
50
0
0
Irrig.
50
19.97
0.00
72.70
0.00
101
2B
S51 Wagram
5.00
3.64
Hybrid Bermudagrass Hay
5.4 Tons
3/1-9/30
264
0
0
Irrig_
264
105.45
0.00
383.85
0.00
101
3A
I
S5' Wagram
3.07
2,38
Corn, Grain
75 bu.
2115W30
92
0
20
Irrig.
72
28.76
0.00
68.45
0.00
101
3A
S51 Wagram
3.07
2.38
Srnall Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
40
15.98
0.00
38.03
0.00
101
3B
S5 Wagram
2.62
2.46
Com, Grain
75 bu.
2115-6/30
92
0
20
Irrig.
72
28.76
0.00
70.75
0.00
101
3B
S5 Wagram
2.62
2.46
Small Grain Overseed
l.0 Tons
10/1-3131
50
0
0
brig.
40
15,98
0.00
39.30
0.00
101
3C
SS Wagrarn
4.21
2.84
Corn, Grain
75 bu.
2/15-6/30
92
0
20
brig.
72
28.76
0.00
81.68
0.00
101
3C
S5 f Wagram
4.21
2.84
Small Grain Overseed
1.0 Tons
1011-3/3l
50
0
0
Irrig.
40
15.98
0.00
45.38
0.00
101
7A
SS Wagram
3.81
1.72
Corn, Grain
75 bu.
2/15-00
92
0
20
Irrig.
72
28.76
0.00
49A7
0.00
101
7A
t
S5 f Wagram
3.81
1.72
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
-0
Irrig.
40
15.98
0.00
27.48
0.00
Preview Database Version 3.1 Date Printed: 5/9/2007
i
WUT Page 1 of 4

Waste Utilization'Cable
Year
I
Tract
Field
f
4
Source
ID Soil Series
Total
Acres
Use.
Ades
Crop
RYE
APPBc.
Period
Niftogen
PA
Nutrient
Rend
(1bsrA)
Comm.
Fert
NuIrient
Applied
(Ibs/A)
Res.
WA)
AppLa
MethodN
Manure
PA
NubientA
pplied
(ibslA}
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Mange
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
1D00
gallA
Tons
1000 gals
tons
101
8A
S5 Wagram
3.71
2.75
Corn, Grain
75 bu.
2/15-6/30
92
0
20
Irrig.
72
28.76
0.00
79.09
0.00
101
8A
S5 Wagram
3.71
2.75
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Irrig.
40
15.98
0.00
43.94
0.00
101
8B
S5 Wagram
2.06
1.52
Cum, Grain
75 bu_
2/l5-6/30
92
0
20
brig.
72
28.76
0.00
43.72
0.00
101
8B
S5 I Wagram
2.06
1.52
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Irrig.
40
15.981
0.00
24.29
0.00
101
8C
S5 Wagram
1.39
1.03
Corn, Grain
75 ba.
2/15-6/30
92
0
20
Irrig.
72
28.76
0.00
29.621
0.00
101
8C
S5 Wagram
1,39
1.03
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
40
15.98
0.00
16.46
0.00
101
8D
S5 Wagram
5.02
4.37
Corn, Grain
75 bu.
2/15-6/30
92
0
20
Irrig.
72
28.76
0.00
125.68
0.00
101
8❑
S5 i Wagram
5.02
4.37
Small Grant Overseed
LO Tans
10/1-3/31
50
0
0
Irrig.
40
15.98
0.00
69.82
0,00
101
8E
S5 Wagram
6.07
4.78
Corn, Grain
75 bu.
2115.6130
92
0
20
Irrig.
72
28.76
0.00
137.47
0.00
101
8E
S5 Wagram
6.07
4.78
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
4
15.98
0.00
76.37
0.00
101
9A
S5 Wagram
6.13
3.76
Com, Grain
75 bu.
2/15-6/30
1 92
0
20
Irrig.
72
28.76
0.00
t08.14
0.00
101
9A
S5 Wagram
6.13
3.76
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
40
15.98
0.00
60,08
0.00
101
9B
S5 Wagram
3.51
3.37
Cam, Grain
75 bu.
2/15-6/30
92
0
20
Irrig.
72
28,76
0.00
96.92
0.00
101
9B
SS � Wagram
3.51
3.37
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Irrig.
40
15.98
0.00
53.84
0.00
10)
9C
S5 I Wagram
3.57
3.06
Cora, Grain
75 bu.
2/15-6/30
92
0
20
Irrig.
72
28.76
0.00
88.01
0.00
101
9C
S51 Wagram
3.57
3.06
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
brig.
40
15,99
0.00
48.89
0.00
Total Applied, 1000 gallons
3,094.43
I Total Produced, i000 gallons
1,337.00
Balance, 1000 gallons
-1,757.43
Total Applied, tans
- T
0.00
Total Produced tons
.,;..,r'-'
�_ , _
0.00
Balance, tons
_ 3
0.00
Notes: 1. Iri the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
Preview i Database Version 3.1 Date Printed: 5/9/2007 WUT Page 2 of 4

Wacta I1tili7atinn TahlP
vaor i
i
Source Total i79e.
Tract Field ID Soil Series Acres Acres
-
Crop
- -
RYE
Applie.
Period
Nilrogen
PA
Nutrient
Read
OWA)
Comm.
Felt
Nutrient
Applied
OWA)
Rex
WA)
Applic.
Method
Manure
PA
NutrientA
pplied
OWA)
Liquid
MamireA
pplied
(acre)
Solid
Manure
Applied
(acre)
liquid
Manure
Applied
(Field)
solid
Manure
Applied
(Field)
N
N
N
N
1000
gallA
Tons
1000 gals
tons
101 IA S5 Wagram 2.60 1.87
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
37.35
0.00
101 IA I S5 Wagram 2,60 1.87
Hybrid Bermudagrass Hay
5.4 Tons
311-9/30
264
0
0
brig.
264
105.45
0.60
197.20
0.00
101 IB SS Wagram 2.90 2.13
Small Grain Overseed
1.0 Tons
1011-3131
50
0
0
burg.
50
19.97
0.00
42.54
0.00
101 1B S5 I Wagram 2.90 2.13
Hybrid Bermudagrass Hay
5.4 Tons
3/1-9/30
264
0
0
Irrig,
264
105.45
0.00
224,61
0.00
101 2A S5 ' Wagram. 6.50 4.89
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Irrig,
50
19.97
0.00
97.66
0,00
101 2A S5 Wagrarn 6.50 4.89
Hybrid Betmudagrass Hay
5.4 Tons
3/1-9/30
264
0
0
Irrig.
264
105.45
0.00
515.66
0.00
101 2B S5 lWagrarn 5.00 3.64
Small Grain Oversmd
1.0 Tons
10/1-3/31
SD
0
0
Irrig.
50
19.97
0.00
72.70
0.00
101 2B S5 ' Wagram 5.00 3.64
Hybrid Bermudagrass Hay
5.4 Tons
3/1-9/30
264
0
0
Irrig.
264
105.45
0.00
383.85
0.00
101 3A S5 Wagram 3.07 2.38
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig,
10
3.99
0.00
9.51
0.00
101 3A S5 Wagrarn 3.07 2.38
Soybeans, Manured, Full Season
28 bu.
4/1-9/15
111
0
0
Irrig.
111
44,34
0,00
105.52
0.00
lot 3B S5 Wagram 2.62 2.46
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Irrig.
10
3.99
0,00
9,83
0.00
101 3B S5 Wag- 2.62 2.46
Soybeans, Manured, Full Season
28 bu.
4/1-9/15
111
0
0
Irrig.
111
44.34
0.00
109.07
0.00
101 3C S5 Wagram 4,21 2.94
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
10
3.99
0.00
11.34
0,00
lot 3C S51 Wagram 4.21 2.84
Soybeans, Manured, Full Season
28 bu.
411-9/15
111
0
0
Irrig.
111
44.34
0.00
125.92
0.00
101 7A S5 1 Wagram 3.81 1,72
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
10
3.99
0.00
6.87
0.00
101 7A S5 Wagram 3.91 1.72
ISoybeans, Manured, Full Season
28 bu.
4/1-9/15
111
0
0
Irrig.
111
44.34
0.00
76.26
0.00
101 8A S5 I Wagram 3,71 2.75
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
10
3.99
0.00
10.98
0.00
101 8A S51 Wagram 3.71 2.75
Soybeans, Manured, Full Season
28 bu.
4/1-9115
111
0
0
Irrig.
111
44.34
0.00
121.93
0.00
101 SB S51 Wagram 2.06 L52
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Inig.
10
3.99
0.00
6.07
0.00
101 8B S5 i Wagrarn 2.06 1.52
Soybeans, Manured, Full Season
28 bu.
4/1-9115
111
0
0
Irrig.
111
44.34
0.00
67.39
0.00
101 8C S5 Wagram 1.39 1.03
ISmall Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Irrig.
10
3.99
0.00
4.11
0.00
101 8C 1 S5 Wagram 1 1.39 1.03
Soybeans, Manumd, Full Season
28 bu.
4/1-9/15
]it_
0
D
brig.
111
44.34
0.00
45,67
0.00
Preview I Database Version 3.1 Date Printed: 5/9/2007 WUT Page 3 of 4

Waste Utilization
Fable Year
2
Tract
Field
Source
ID 1
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Mtrogen
PA
Nutrient
Rec(d
OWA)
Comm.
Fert
Nutrient
Applied
(lbs/A)
Res
bsrA)
Applic.
Method
Mature
PA
NuhimtA
pplied
(1bs1A)
Lied
anseA
pplied
(acre)
Solid
Manure
Applied
(acre)
liquid
Mature
Applied
(Field)
Sow
Mane
Applied
(Field)
N
N
N
N
1000
gal/A
'Eons
1000 gals
tons
101
8D
1
S5 !
Wagram
5.02
4.37
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Irrig.
H
319
0.0
17.46
0.00
101
81)
S5
Wagram
5.02
4.37
Soybeans, Manured, Full Season
28 bu.
411-9/15
111
0
0
Irrig.
111
44.34
0.00
193.76
0.00
101
8E
S5 4
Wagram
6.07
4.78
ISmall Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Irrig.
10
3.99
0-00
19.09
0.00
101
8E
S5
Wagram
6.07
4.78
Soybeans, Manured, Full Season
28 bu.
4/1-9/15
111
0
0
Irrig.
Ill
44.34
0.00
211.94
0.00
101
9A
S5
Wagram
6.13
3.76
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
10
3.99
0.00
15.02
0.00
101
9A
S5 I
Wagrarn
6.13
3.76
Soybeans, Manured, Full Season
28 bu.
4/1-9/15
Ill
0
0
Irrig.
Ill
44.34
0.00
166.71
0.00
l01
9B
S5
Wagram
3.51
3.37
Small Chain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
10
3.99
0.00
13.46
0.00
101
9B
S5 I
Wagram
3.51
3.37
Soybeans, Manured, Full Season
28 bu.
4/1-9/15
Ill
0
0
Irrig,
11l
44.34
0.00
149.42
0.00
101
9C
S5
Wagram
3.57
3.06
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
10
3.99
0.00
12.22
0.00
101
9C
S5 I
Wagram
3.57
3.06
Soybeans, Manured, Full Season
28 bu.
411-9/15
Ill
0
0
brig.
! 11
44.34
4.00
135.67
0.00
Total Applied, 1000 gallons
3,216.80
Total Produced, 1000 gallons
1,337,
Balance,1000 gallons
-1,879.80
'
Total Applied, tons
_
0.00
Total Produced, tons
0.00
Balance, tons
- -
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
Preview Database Version 3.1 Date Printed: 5/9/2007 WUT Page 4 of 4

Narrative
Producer has option of reducing winter overseeding in any areas desired, based on total PAN deficit. Some
winter overseeding is recommended to.allow for applying on an active crop during overly wet years.
Preview Database Version 3.1 Date Printed: 05-17-2007 Narrative Page 1 of 1

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with sails. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to receive
wastewater. It also lists the maximum application amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Fade.
(inches/hour)
Application Amount
(inches)
101
IA
Wagram
0.60
1.0
101
113
Wagram
0.60
1.0
101
2A
Wagram
0.60
1.0
101
2B
Wagram
0.60
1.0
101
3A
Wagram
0.60
1.0
101
3B
Wagram
0.60
1.0
101
3C
Wagram
0.60
1.0
101
7A
Wagram
0.60
1.0
101
8A
Wagram
0.60
1.0
101
8B
Wagram
0.60
1.0
101
8C
Wagram
0.60
1.0
101
8D
Wagram
0.60
1.0
101
8E
Wagram
0.60
1.0
101
9A
Wagram
0.60
1.0
101
9B
Wagram
0.60
1.0
101
9C
Wagram
0.60
1.0
Preview Datahace Vercinn 1.1 Date Printed 5/17/2007 1AF Pave I of

EFFECTIVE WETTABLE ACREAGE FOR
OTIS GRIFFIN IRRIGATION LAYOUT INCLUDING 2007 ADDITIONS
PULL
TYPE
PULL
LENGTH
EFFECTIVE
WIDTH
MIDDLE
ACRES
START
END
TOTAL
PER PULL
FIELD TOTALS
1A
NE70
322.0
200
1.48
0.39
0.00
1.87
4.00
1B
NE70
380.0
20D
1.74
0.39
0.00
2.13
2A
NE70
950.0
193
4.21
0.39
0,29
4.89
8.53
28
iNE70
950.0
149
3.26
0.39
0.00
3.64
3A
NE70
434.0
200
1.99
0.39
0.00
2.38
3B
N170
476.0
190
2.08
0.38
0.00
2.46
3C
NE70
533.0
200
2.45
0.39
0.00
2.84
7.68
7A
N75+
273.0
211
1.32
0.40
0.00
1.72
1,72
8A
INE70
515.0
200
2.36
0.39
0.00
2.75
86
N170
262.0
190
1.14
0.38
0.00
1.52
8C
N170
148.0
190
0.65
0.38
0.00
1.03
80
N170
950.0
183
3.99
0.38
0.00
4.37
BE
NE70
936.0
200
4.30
0.39
0.09
4.78
14.45
9A
NE70
734.0
200
3.37
0.39
0.00
3.76
9B
N170
685.0
190
2.99
0.38
0.00
3.37
9C
N170
615.0
190
2.68
0.38
0.00
3.06 i
10.19
TOTAL: 46.67 ACRES
NOTES: 1. PULL LENGTHS TAKEN FROM DRAWING BASED ON GPS GENERATED MAP.
2. WETTED ACREAGE FOR START ENDS AND STOP ENDS ARE TAKEN FROM CAWMP WETTED ACREAGE
FOR NEW SYSTEM TABLES FOR 70% SPACING (190' LANE SPACING, 270' WETTED DIA. USING NELSON SR150
GUN W1 1.08" RING NOZZLE @ 60 psi, AND USING 90% OF MFR WETTED DIA),
3.OPERATOR MUST TAKE PRECAUTIONS AND OBSERVE IRRIGATION EVENTS TO PREVENT RUNOFF FROM
OVERAPPLICATION, SPRAY DRIFT, ETC, APPLICATION SHOULD NOT OCCUR IN OVER 5 mph WINDS
OR ON FROZEN OR SATURATED SOILS,
4. OPERATOR MUST VERIFY REQUIRED SETBACKS AND MARK TRAVELER LANES TO ENSURE ACCURATE APPL.
5. TRAVEL LANES MUST BE LOCATED AND INSTALLATION CERTIFIED BY DESIGNER OR
CERTIFIED IRRIGATION DESIGNER.
6, SYSTEM SHOULD BE CALIBRATED AND OPERATED TO DESIGN SPECIFICATIONS, OR DESIGN MUST BE
MODIFIED TO ACCOMMODATE CHANGES.
CALCULATIONS BY:
SEAL" ?
1641.5
c�.yCIN: PQ
A-14tt:z - E2�v-lo
-LSigrAd- _ . Date,

LEGEND
270' DIA.
\ SPRAY PATTERN
— — — — — TRAVEL LANE
—••--••— DITCH
------------BUFFER SETBACK
----------- FIELD BORDER
C 3 0 1 C1 I® ROAD
NOTES:
1. IRRIGATION LAYOUT BASED ON NEW MAPPING BY DESIGNER USING SUBMETER
CAPABILITY GPS EQUIPMENT.
2. LAYOUT AND SPACING BASED ON 1.08' RING OPERATED m 60 psi. AND USING
90% OF MFR'S PERFORMANCE DATA. EFFECTIVE WETTED D1A=270', LANE SPACING
= 190' FOR 70% LANE SPACING.
3. MAX TRAVEL LENGTH = 950' BASED ON REEL HOSE LENGTH OF 980'.
4. OWNER WILL USE EXISTING 6' PORTABLE ALUMINUM PIPE FOR SUPPLY LINE.
OPERATOR MUST INSPECT ALL JOINTS FOR LEAKS AFTER STARTUP.
5. OPERATOR MUST MANAGE APPLICATIONS TO REMAIN IN ACTIVE CROP AREAS.
NO LAND APPLICATION DURING RAINFALL. FROZEN GROUND, OR WIND > 5 mph.
ouyl�rts+nnln
g-ssIa�,;•.9
• SEAL
16415
o°
ci
' I
25' Buffe \\ �'\ 1 ' /h \ /' ♦ /ter —T/ ,
1 \ t
190,
! - / 1 I
k , --- I
SIG
/> �� �' -r' y.x/ •'' 11
cl
SWAIN CONSULTING SERVICES, INC.
150 CABIN CREEK LN. CLINTON, NC
I, eON� ' I / 910-590-2703
Griffin Swine Farm
IRRIGATION DESIGN ADDITION
DATE: 5-9-07 SCALE: 1 " = 200'

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer either
owns or has an agreement for use of adequate land on which to properly
apply the waste. If the producer does not own adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the use
of the land for waste application. It is the responsibility of the owner of the
waste production facility to secure an update of the Nutrient Management
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per
year. Waste may be applied to land eroding at more than 5 tons per acre per
year but less than 10 tons per acre per year provided grass filter strips are
installed where runoff leaves the field (see USDA, NRCS Field Office
Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
_ application. Waste should not be applied when there is danger of drift from
the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste will
be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone to
flooding (see "Weather and Climate in North Carolina" for guidance).
Preview Database Version 3.1 Date Printed: 5/17/2007 Specification Pape ]

7. Liquid waste shall be applied -at rates not to exceed the soil infiltration rate
such that runoff does not occur offsite or to surface waters and in a method
which does not cause drift from the site during application. No ponding
should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall events,
or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit growth.
The potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading
rates on these soils should be held to a minimum and a suitable winter cover
crop planted to take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995, shall
not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
--- right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied
to prior converted cropland provided the fields have been approved as a
land application site by a "technical specialist". Animal waste shall not be
applied on grassed waterways that discharge directly into water courses,
and on other grassed waterways, waste shall be applied at agronomic rates
in a manner that causes no runoff or drift from the site.
Preview Database Version 3.1 Date Printed: 5/17/2007 Specification Page 2

16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall
be fenced, as necessary, to protect the vegetation. Vegetation such as trees,
shrubs, and other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible. Berms
and structures should be inspected regularly for evidence of erosion,
leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan" which
will eliminate the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on
a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds. — - - -
Preview Database Version 3.1 Date Printed: 5/17/2007 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested at
least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower application
rate than a nitrogen based rate. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for
optimum crop production. Soil and waste analysis records shall be kept for
a minimum of five years. Poultry dry waste application records shall be
maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
Preview Database Version 3.1
Date Printed: 5/17/2007 Specification Pap-e 4

EMERGENCY ACTION PLAN
PHONF. N1IMRFRS
DWQ
EMERGENCY MANAGEMENT SYSTEMS ' 7�i�z� ��`�y
SWCD
NRCS
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.
1. 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:
December 18, 1996 µ

a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
a. Dig a small sump or ditch mvay from the embankment to catch all seepage, put
in a submersible pump; and pump back to the 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?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells i n 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.
Pho - - fter hours, emergency number: 919-733-3942. Your phone call should
include: your name, facility, telephone number, the details o t e sncr ent 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 -
Instruct EMS to contact local Health Department.
d.)Ic
ontact CES, phone number - , local SWCD office phone number - - . and
c NRCS office for adviceltechnical 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.
-- - �-- --T December 18, 1996�

5. Contact the contractor of N7our choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: r
b. Contractors Address: n �,; C.; .�. S''''0 _
c. Contractors Phone: ZJT
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer; etc.
a. Name: . 2-.
C
b. Phone: )iy _- S �?o -
7. Implement procedures as advised by DWQ and technical assistance agencies to rectifr1
the damage, repair the system, and reassess the waste managementplan to keep
problems with release of wastes from happening again.
3 December 18, 1996

Insect Control Checklist for Animal Operations
Source
Cause
13MPs to Minimize Insects Site Specific Practices
Liquid Systems
Flush Gutters
• Accumulation of Solids
op
Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
-
0
Remove bridging of accumulated solids at discharge _
Lagoons hand Pits
• Crusted Solids
OP
Maintain lagoons, settling basins and pits where pest
breeding is apparent to minimize the crusting of
solidsto a depth of no more than 6 - 8 inches over
more than 30% of surface.
Excessive Vegetative
• Decaying vegetation
op
Maintain vegetative control along banks of lagoons
Growth
i
and other impoundments to prevent accumulation of
decaying vegetative matter along water'sedge on
impoundment's perimeter.
nry Cvatprn
Feeders '� • Feed Spillage VD
Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decayingwastage.
Clean up spillage on a routine b asis (e.g., 7 - 10 day
interval during summer;15-30 day interval during
winter).
Feed Storage • Accumulation of feed residues ❑
Reduce moisture accumulation within and around
'
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
I p
N fpr and remove or break up accumulated
solid sin filter strips around feed storage as needed.
AMIC - November 11, 1996, Page I
I
t
1
i

i Source Cause
BMPs to Minimize Insects Site Specific Practices
Animal Holding Areas a Accumulations of animal wastes
❑ Eliminate low areas that trap moisture along fences
and feed wastage
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 I landling a Accumulations of animal wastes
© Remove spillage on a routine basis (e.g., 7-10 day
Systems
interval during summer; 15-30 day interval during
winter) where manure is loaded for land application
❑ R&Wrdadequate drainage around manure
stockpiles.
❑ Inspect for an remove or breakup accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed.
For more information contact the Cooperative Extension Service, Departmentof Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613
AMIC -
I
a
November 11, 1996, Page 2 1

! Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine Production OU Vegetative or wooded buffers;
00 Recommended best management practices;
W Good judgement and common sense
Animal body surfaces
•
Dirty manure -covered animals
Op
Dry floors ^
Floor surfaces
•
Wet manure -covered floors
0
Slotted floors;
R1
Waterers located over slotted floors;
❑
Feeders at high end of solid floors;
❑
Scrape manure buildup from floors;
i
❑
Underfloor ventilation for drying
Manure collection pits
®
Urine;
Frequent manure removal by flush, pit recharge, or
j
•
Partial microbial decomposition
scrape;
❑
Underfloor ventilation
Ventilation exhaust fans
•
Volatile Rases;
Fan maintenance;
'
•
Dust
Efficient air movement
Indoor surfaces • Dust W Washdown between groups of animals;
I ❑ Feed additives;
I ❑ Feed covers;
❑ Feed delivery downspout extenders to feeder
covers
Flush tanks Agitation of recycled lagoon liquid ❑ Flush tank covers;
while tanks are filling ❑ Extend fill to near bottom of tanks with anti -siphon
vents
Flush alleys • Agitation during wastewater ❑ Underfloor flush with underfloor ventilation
I conveyance
Pit recharge points • Agitation of recycled lagoon liquid ❑ Extend recharge lines to near bottom of pits with
while pits are filling anti -siphon vents
Lift stations • Agitation during sump tank filling ❑ Sump tank covers
and drawdo►vn
AMOC - November 11, 1996, Page 3

� a
Source Cause BMPs to Minimize Odor Site Specific Practices
Outside drain collection or • Agitation during wastewater ❑ Box covers
junction boxes conveyance
End of drainpipes at lagoon • Agitation during wastewater
Extend discharge point of pipes underneath
conveyance
lagoon liquid level
Lagoon surfaces • Volatile gas emission;
'FQ
Proper lagoon liquid capacity:
• Biological mixing;
I"
Correct lagoon startup procedures;
• Agitation
❑
Minimum surface area -to -volume ratio;
0
Minimum agitation when pumping:
❑
Mechanical aeration;
❑
Proven biological additives
Irrigationsprinklernozzles • High pressure agitation; PI Irrigate on dry days with little or no wind:
• Wind drift ❑ Minimum recommended ooeratine pressure:
' 0 Pump intake near lagoon liquid surface:
Storage tank or basin •
surface •
Partial microbial decomposition;
Mixing while filling;
Agitation when emptying
❑ Pumn from second stage lagoon
❑ Bottom or midlevel loading:
❑ Tank covers:
❑ Basin surface mats of solids:
_ ❑ —Provenbological additives or oxidants _
Settling basin surface • Partial microbial decomposition; ❑ Extend drainpipe outlets underneath liquid level;
• Mixing while filling;
rl Remove Settled solids regularly
• Agitation when emptying
Manure, slurry or sludge • Agitation when spreading; n Soil injection of slurry/sludges; _
spreader outlets • Volatile gas emissions 1"I Wash residual manure from spreader after use;
I
11 Proven biological additives or oxidants
Uncovered manure, slurry • Volatile gas emissions while drying n Soil injection of slurry/sludges;
or sludge on field surfaces rl Soil incorporation within 48 hrs.;
rl Soread in thin uniform lavers for rapid drvin¢:
rl Proven biological additives pr oxidants
Dead animals • Carcass decomposition W Proper disposition of carcasses
AMOC; November It, 1996, Page 4

I Source Cause BMPs to Minimize Odor Site Snecitic Practices
Dead animal disposal pits • Carcass decomposition r1 Complete covering of carcasses in burial pits;
rl Proper location/construction of disposal pits
Incinerators • Incomplete combustion_ - rl Secondary stack burners _
Standing water around • Improper drainage; Grade and landscape such that water drains away
facilities • Microbial decomposition of from facilities
organic matter
Mud tracked onto public • Poorly maintained access roads (Q Farm access road maintenance
roads from farm access
Additional Information:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-88
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program: NPPC Manual
Options For Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PROI07, 1995 Conference Proceedings
AMOC = November It, 1996, Page 5
Available From:
NCSU, County Extension Center
NCSU - BAE
NCSU-BAE
NCSU - BAE
NCSU - BAE
NCSU-BAE
NCSU - Swine Extension
NC Pork Producers Assoc.
NCSU - Agri Communications
Florida Cooperative Extension

Mortalitv 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 beat least 300 feet from any flowing stream or public
body of water.
OP Rendering at a rendering plant licensed under G.S. 106-168.7.
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture.
❑ Any method which in the professional opinion of the State Veterinarian wouldmake
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

F
SWAIN CONSULTING SERVICES, INC..
May 17, 2007
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
To whom it may concern:
Mr. Otis Griffin, Griffin Swine Farm, owns and operates swine facilities in Greene
County, NCDENR COC No. AWS400094 for 7,000 head Wean to Feeder operation. The
facility was registered as a 1,000 head farrow to feeder pig operation (522,000 Lb
SSLW) prior to permit Issuance for the current operation in 2005. At the time the
current permit application was submitted, the permitting office indicated that rather
than Mr. Griffin having to include treatment and land application areas for greater than
the 7,000 head, he could at a later date request a new permit to incorporate additional
remaining SSLW.
Mr. Griffin now requests issuance of a revised permit to include 12,000 head Wean to
Feeder (360,000 Lb SSLW), still well under the original 522,000 Lb. An existing lagoon
will be desludged and expanded and constructed to current design standards for the
new 5,000 head addition. An application is included, along with all components of a
CAWMP except items pertaining to the Swine Farm Siting Act, since this is an existing
facility.
Thank you for your consideration, and if you have any questions regarding the technical
or design aspects of the proposed updated facilities, please do not hesitate to contact
me.
Sincerely,
_/�' 4,
R. Gregory Swain, P.E.
President
i
JINN — 7 2007
WASHINGTON REGIOiNA, OFFICE
CW0
RECEIVED 1 DENR 1 DWQ
AQU1FFR'PPnTFf:T1()N RFCTION
SWAIN CONSULTING SERVICES, INC.
150 Cabin Creek Lane Clinton, NC 28328
Tel. [phone] Fax [phone] email [e-mail]
MAY 2 5 2007

ANIMAL WASTE OPERATION
PERMIT APPLICATION PACKAGE
EXPANDING OPERATION
TABLE OF CONTENTS
APPLICATION LETTER
GENERAL PERMIT APPLICATION
MAPS
ANIMAL WASTE MANAGEMENT PLAN CERTIFICATION
LAGOON MODIFICATION DESIGN W/ SPECIFICATIONS
HAZARD CLASSIFICATION DATA SHEET
IRRIGATION DESIGN
NUTRIENT MANAGEMENT PLAN & SPECIFICATIONS
EMERGENCY ACTION PLAN
INSECT CONTROL CHECKLIST
ODOR CONTROL CHECKLIST
MORTALITY MANAGEMENT METHOD CHECKLIST

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit -
New or Expanding 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.
<THIS ONLINE APPLICATION CAN BE FILLED OUT USING
THE TAB KEY TO MOVE THROUGH THE FIELDS>
Application Date: 5-21-07
1. GENERAL INFORMATION:
1.1 Facility name: Griffin Swine Farm
1.2 Print Land Owner's name: Otis Griffin
1.3 Mailing address: 1610 Griffin Rd
City: Snow Hill State: NC Zip: 28580
Telephone Number: [phone]
1.4 County where farm is located: Greene
1.5 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): From Snow Hill, Hwy 58 west: left on SR1219 (Griffin Rd):
Site approx 1.5 mi on right.
1.6 Print Farm Manager's name (if different from Land Owner): _
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Premium Standard Farms
2. OPERATION INFORMATION:
2.1 Facility No: Certificate of Coverage No. AWS400094.
2.2 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.
Type of Swine No. of Animals Type of Poultry No. of Animals Tyne of Cattle No. of Animals
® Wean to Feeder 12,000* ❑ Layer ❑ Dairy
❑ Feeder to Finish ❑ Non -Layer ❑ Beef
❑ Farrow to Wean (# sow) ❑'Turkey
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
❑ Other Type of Livestock on the farm: No. of Animals:
* Includes currently permitted 7,000 f new 5,000 addition (SSLW for site = 522,000 Lb = 17,400 Head Maximum.
VnIDAX. AAlln 1� 7UF111 -- VN70 07P7100 D-__ 7 -rc

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 46.6 Required Acreage (as listed in the AWMP): 46.6
2.4 Number of Lagoons: 2; Total Capacity: 796,080 Cubic Feet (0); Required Capacity:779,434 (ft3)
Number of Storage Ponds: ; Total Capacity: (ft3); Required Capacity: (ft3)
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item. Applicants
Initials
3.1 One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations; PA
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed;
3.3 Three copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, it must be completed prior to submittal of a general permit application for
animal waste operations. The CAWMP must include the following components:
3.3.1 NRCS Site Evaluation Form NC-CPA-17 or equivalent.
3.3.2 A hazard classification of the proposed lagoons, if required.
3.3.3 Documentation showing that proposed swine facilities meet the requirements of the Swine Farm Siting Act
including a site map prepared by a Registered Land Surveyor. The scale of this map shall not exceed I inch =
400 feet. At a minimum, the site map shall show the distance from the proposed houses and lagoons to occupied
residences within 1500 feet, schools, hospitals, churches, outdoor recreational facilities, national parks, state
parks, historic properties, or child care centers within 2500 feet, property boundaries within 500 feet, water
supply wells within 500 feet. The map shall also show the location of any property boundaries, and perennial
streams or rivers located within 75 feet of waste application areas.
3.3.4 Documentation showing that all adjoining property owners, all property owners who own property located
across a public road, street, or highway from the facility, the local health department, and the county manager or
chair of the county board of commissioners if there is no county manager, have been notified by certified mail of
your intent to construct or expand a swine farm at this location.
- 3.3.5 A wetlands determination.
3.3.5 A map showing the topography of the proposed facility location showing features that affect facility design, the
dimensions and elevations of any existing facilities, the fields used for waste application, and areas where
surface runoff is to be controlled.
3.3.6 The lagoon/storage facility design.
3.3.7 Proposed runoff control measures, if required.
3.3.8 Irrigation or other land application method design.
3.3.9 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and
utilized by the facility.
3.3.10 The soil series present on every waste disposal field.
3.3.11 The crops grown on every waste disposal field.
3.3.12 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.13 The PAN applied to every waste disposal field.
3.3.14 The waste application windows for every crop utilized in the WUP.
3.3.15 The required NRCS Standard specifications.
3.3.16 Emergency Action Plan.
3.3.17 Insect Control Checklist with options noted.
3.3.18 Odor Control Checklist with options noted.
3.3.19 Mortality Control Checklist with options noted.
3.3.20 Documentation proving this facility is exempt from the Moratoria on Construction or Expansion of Swine
Farms, if the application is for a swine facility.
If your CAWMP includes components not shown on this list, please include the additional
components with your submittal.
r

05/21/2007 12:10 2529468961 GROUNDWATER PAGE 02/02
Monday, May 21, 2007 9:14 AM
Greg swain 910-590.3540
p.02
4. Surface Water Classillention. This form must be completed by the appropriate�
office and included ag a. px rt of the projeet submittal mi formation.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downelope surface Waters (the surface waters that any uvcrflow fxorn the h
in which this animal waste management system will be consw=ed must be deta mined by the appr
office. Therefore, you are required, prior to submittal of the application package, to subn* this
7 completed to the appropriate Division of Water quality RAOanal Water Quality Supervisor (see 1
minimum, you rausr Made an 8.5" by l l" copy of the portion of a 7.5 minute USGS Topographic
location of tltls animal waste application sysmu and the dovmslope surface waters in which they wi
closest dowmlope suncce waters on the attached mV copy. Once the regloual office has comple
reincorporate this completed gage and the topographic map into the complete application fot
Application package.
4.1 Farm Name: Grif& Swint Fu m
4.2 Name & complete address of en&eab)g from or teftical specialist: Swain Consulting Services, lnc.
Clinton, NC 29328
Telephouc number; (910 ) 590-2703
4.3 N=c. of closest downslope surface watws: Nahunta SWOV
4.4 Couuty(ies) where the animal waste mauagament system and surface waters are located:Grme
4.5 Map name and date: USCS Jason (NC) Quadrangle 1983
4.6 NC Professional's Seal (If appropriate), Signature, and Date: ,
TO, UGXONAL WAT)M QUALITY SUPERVISOR
please provide me with the classification of tlae waumbed where tbls animal waste mmwgement
constructed or field located, as identified on the attached mp segment(s);
Name of surface waters:
Classification (as established by the Enviromaaatal Maungemaut
Proposed classification, if applicable;
Sig attire of regional oTaco personnel;
(Ali attaebatments must be signed)
FORM: AWO-G-NEW or EXP. 7t7199 Wage 3 of 5
regional
ility would flow toward)
7riate I) WQ regionaL
�rxu, with hearts 1 through
age 5 of 5). At a
lap which shows the
-be located. Zdeutlfy the
id the classification,
I and submit tine
150 Cabal Creek Ln,
will be or has been
4?

5. APPLICANT'S CERTIFICATION:
I, (Land Owner's name listed in question 1.2), attest that
this application for (Facility name listed in question
1.1) 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.
Signature
Date _ j Al 'F 7
6. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1, (Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question
1.1) 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, 0
Signature Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-NEW or EXP. 7/7/99 Page 4 of 5

Web 1M@ es Video News Maps Mall more • Address 1610 Griffin Rd
Goo le Snow Bill, NC 28580
Maps
I of 1 5/17/2007 8:01 PM

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0 0.1 0.2 0.3 0.4 0.5 km
0 0.09 0.18 0.27 0.36 0.45 mi
350 29' 54"N, 770 451 45"W (NAD27)
USGS Jason (NC) Quadrangle M=_9,402
Projection is UTM Zone 18 NAD83 Datum G=-1.605
i of 1 5/17/2007 8:05 PM

Griffin Swine Farm-Floodzone Map
Wed May 8 21:67.02 EDT 2007
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http://l49.168,101.8/servleticom.esri.esrimap.Esrimap?ServiceName=locator&ClientVersio... 5/9/2007

Animal Waste Management Plan Certification
Please tvne or print all information that does not reauire a signature
lExisting 'or, New, or Expanded . (please circle one) ^
General Information: Permit No: AWS400094
Name of Farm: Griffin Swine Farm Facility No: 40-94
Owner(s) Name:Mr. Otis Griffin Phone No(252) 747-2142
Mailing Address: 1610 Griffin Rd. Snow Hill, NC 28580 _
Farm Location:
County Farm is located in:
Latitude and Longitude: 35°29'54"N 77°45'50"W Integrator: Premium Standard Farms
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): From Snow Hill, Hwy 58 west, left on_SR1219 (Griffin Rd): Site annrox 1.5 mi on
right.. -
Operation Description:
Type of Swine No. of Animals
o Wean to Feeder 12,000
o Feeder to Finish
o Farrow to Wean
o Farrow to Feeder
o Farrow to Finish
o Gilts
o Boars
Type of Poultry No. of Animals
o Layer
o Non -Layer
Type of Beef No. of Animals
o Brood
o Feeders
o Stockers
Other Type of Livestock:
Type of Dairy
o Milking
o Dry
a Heifers
a Calves
No. of Animals
Number of Animals:
Expanding Operation,Only
Previous Design Ccr achy: 7 Additional Design Caacy5 000 Total Design Ca achy: 12 000
Acreage Available for Application: 46.6 Required Acreage:46.6
Number of waste structures: 2 Total Capacity: 796,080 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 waste structures (please circle one or both as applicable)
Owner 1 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 permit application and a new certification to be submitted to
the Division of Water Quality (DWQ) and permit approval received before the new animals are stocked. I (we) understand
that there must be no discharge of animal waste from the storage system to surface waters of the state unless specifically
allowed under a permit from DWQ and there must not be run-off from the application of animal waste. I (we) understand
that run-off of pollutants from lounging and heavy use areas must be minimized using technical standards developed by the
USDA -Natural Resources Conservation Service (NRCS). The approved plan will be filed at the farm and at the DWQ
Regional Office and the office of the local Soil and Water Conservation District (SWCD). I (we) know that any modification
must be approved by a technical specialist and submitted to the DWQ Regional Office and local SWCD and required
approvals received from DWQ prior to implementation. A change in farm ownership requires a'permit application to be sent
to DWQ along with a new certification (if the approved plan is changed).
Name of Land Owner:
Date: / n7
Name of Manager (if different from owner):
Signature: Date:
A W C - September 18, 2006

Technical Specialist Certification
I• As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6H .0104, 1 certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Water Quality as specified in 15A
NCAC 2T .1300 (formerly 2H .0217) and the USDA -Natural Resources Conservation Service and/or the North Carolina
Soil and Water Conservation Commission pursuant to ISA NCAC 2T .1300 (formerly 2H .0217) and 15A NCAC 6F .0101-
.0105. 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.
• • ySR+•••n+t!!
II. Certification of Design \�``''-\H CAI?p``'��.,
A) Collection, Storage, Treatment System:�OF�SS/D�q•�`."y
Check the appropriate box — ` •
SEAL
r
o Existing facility without retrofit (SD or WUP) I6a15
Storage volume is adequate for operation capacity; storage capability cofIV-�iisLft /affif t%48ilization
requirements. �''�., �'I� ••••••••5��'a\\•
rrG 0 �i u �t►►�'''`.
X, `.New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,
have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print):R. Gregory Swain, P.E.
Affiliation Swain Consulting Services, Inc. Date Work Completed:
Address (Agency): 150 Cabin Creek Ln. Clinton, NC 28328 Phone No.:910-590-2703
Signature: L)e ZM 5 _ _ Date: r—IZ-7 O;Z
B} Land A lication Site (WUP)
The plan provides for minimum separations (buffers); adequate amount of land for waste utilization; chosen crop is
suitable for waste management; and the hydraulic and nutrient loading rates are appropriate for the site and receiving
crop.
Name of Technical Specialist (Please Print): R. Gregory SA@d P.E.
Affiliation Swain Consulting Services, Inc. Date Work Completed: -6—ZI-710 F
Address (Agency):
n
C} Runoff Controls from Exterior Lots
Check the appropriate box
ie No.: 910-590-2703
Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
o 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 NRCS.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
AWC - September 18, 2006 2

D). Application and Handling Equipment
Check the appropriate box
)~( Existing or expandingfacility with existing waste application equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design 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).
o New, expanded, or existing facility without existing waste application equipment for spra irrigation. (1)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
o New, expanded, or existing facility without existing waste application equipment for land spreading not usin
spray irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified 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): R. Gregoa Swain—P.E.
Affiliation Swain Consulting Services, Inc Date Work Completed:_sSZ 9�©
Address (Agency): 150 Cabin Creek Ln. Clinton, NC 28328 _ _Phone No.: 910-590-2703
Signature: Date: E/(;7 /
E) Odor Control, Insect Control, Mortality Management and Emerlency 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
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): R. Gregory SwainP.E.-
Affiliation Swain.Consult:Wg Services, Inc Date Work Completed: 710'
Address (Agency): 150 Cabin Creek Ln. Clinton, NC 28328 Phone No.: 910-590-2703
Signature: 1.4gZ `� „ _ _ _ Date: S/( 7/o F
a-
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. if the facility was built before June 21, 1996, when was it constructed or last expanded. 1978
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 ofNCGS 106-805. A copy of the notice and a list of the property owners notified are
attached.
Name of Land
Date: 12-LO 7
Name of Manager (if differ fit from owner):
Signature: Date:
A W C - September 18, 2006

Operator: Griffin Swine Farm County: Greene Date: 05/05/07
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 Ibs. -
0
lbs
5000 head (wean to feeder)
x
30 lbs, -
150000
lbs
Describe other:
0
lbs
Total Average Live Weight = 150000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 150000 cubic ft (includes
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 37.500.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ----------------- ---
Inside top width (feet) ----------------------
Top of dike elevation (feet) -----------------
Bottom of lagoon elevation (feet) ------------
Freeboard (feet) ---- -------- ----------------
Emergency spillway depth of flow(feet)-------
Side slopes (inside lagoon) ------------- ----
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDEI SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH
324.0 134.0
AREA OF BOTTOM
LENGTH * WIDTH =
252.0 62.0
0 cu. ft. add, treat. vol.)
330.0
140.0
47.00
34.00
1.00
0.00
3.0 : 1
LENGTH WIDTH DEPTH
324.0 134.0 12.00
43416 (AREA OF TOP)
15624 (AREA OF BOTTOM)

AREA OF MIDSECTION
LENGTH *WIDTH *.4
288.0 98.0 112896 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
43416 112896 15624 2.00
Total Designed Volume Available = 343872 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of duce)
( Length * Width) + Surface area of connecting waste facility
330.0 140.0 0.0
46200.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 46200.0 square feet
Design temporary storage period to bi riod to b e
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
Volume = 150000 lbs. ALW/135 lbs. ALW ` 1.37 gal/day
Volume = 274000 gals. or 36631.0 cubic feet
5B. Volume of excess water
180 days.
1.37
180 days
Volume = 1006.6 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 24200.0 cubic feet

5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation - 0.0 inches
180 days rainfall = 8.3 inches
Volume = 8.3 in * DA 112 in. per ft. = 31801 cubic feet runoff
Volume = 0.0 in * lagoon DA/12 in.lft = 0 cubic feet evap.
Volume = 31801 cubic feet
5D. Volume of 25 year 24 hour storm 7.0 in.
Volume of "Heavy Rain" 7.0 in.
Volume = 14.0 inches 1 12 inches per foot * DA
Volume = 53900 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A.
36631
cubic feet
5B.
24200
cubic feet
5C.
31801
cubic feet
5D,
53900
cubic feet
5E.
0
cubic feet
TOTAL
146532
cubic feet

6. SUMMARY
Temporary storage period____________________>
180
days
Rainfall during wettest period of storage===>
8.3
inches
Evaporation during storage period=====______>
0.0
inches
25 year - 24 hour rainfall__________________>
7.0
inches
Heavy rain====__________________ ___________>
7.0
inches
Freeboard==============_____________________>
1.00
feet
Side
3.0
: 1
Inside top length=________________________ _>
330.0
feet
Inside top width=====______=________________>
140.0
feet
Emergency spillway elevation(if planned)====>
46.00
feet
Top of dike elevation=====__________________>
47.00
feet
Bottom of lagoon elevation__________________>
34.00
feet
Top of sludge elevation_____________________>
36.15
feet
Total required volume===____________________>
334032
cu. ft.
Actual design volume______________________==>
343872
cu. ft.
Seasonal high watertable elevation (SHWT)===>
39.60
feet
Stop pumping
42.00
feet
Must be > or = to the SHVVT elev.====______>
39.60
feet
Must be > or = to min. req. treatment el.=>
40.00
feet
Min. Required treatment volume===== =______=>
150000
cu. ft.
Volume at stop pumping elevation=====_: _____>
153359
cu. ft.
Start pumping elev.________ ________________>
44.70
feet
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall====>
289972
cu. ft.
Volume at start pumping elevation=====______>
289727
cu. ft.
Required volume to be pumped________________>
92632
cu. ft.
Actual volume planned to be pumped=====_____>
98303
cu. ft.
Min. thickness of soil liner when required==>
1.8
feet
7. DESIGNED BY: APPROVED BY. —' ` c ✓`" `-e7
R. Gregory Swain, P.E. R. Gregory Swain, P.E.
Swain Consulting Services, Inc. Swain Consulting Services, Inc.
DATE: DATE: �//Q/O
NOTES: Any existing sludge material to be removed and disposed of accordign to certfed
plan. Based on existing perimeter borrow pit. suitable clay mafI exists onsite
for lining. All woody vegetation to be removed beyond toe of outside slopes.
H _9_A_Ro':'�%
` SEAL
16415 0
•

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 44.70 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 42.00 . This temporary
storage less 25 yr and heavy rain contains 98303 cubic feet or
735306 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.
B. 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
B 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 "aheepsfoot"
or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 16 feet in height and with an impoundment
capacity of 10 sore -feet or more fall under the jurisdiction of the NC
Dam Safety Low. 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 SF 1.8 ft.
NOTE: LINERS (PARTIAL OR FULL)ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. ATYPICAL CROSS SECTION OF THE L
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPOI
When areas of unsuitable material are encountered, they will be aver -
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 (is- 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 then 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 sheapsfoot
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 TILL: DRAINS
When specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accamodate
the equipment used for excavation, backfill, and compaction operations

SHEET 3 OF 3
and the side slopes shall be 1:1 or flatter. When the 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 file line ebsts above the embankment it shall be
rerouted around the lagoon in an approved location. BackfiBing
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 approbmataly 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 aide 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 andlor 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 ma dmum hydraulic conductivity of 0.000001.25 cm/sec.
When testing is required, the owner will be responsible for fumish-
ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory.

LEGEND I
Existing Borrow Pit & Logoone
Proposed New Lagoon A,
41.7 Existing Elevation �rT 12 ,
Benchmark Elevation wide
PATH
BUFFER OR SMACK i 1/
P
25o F 6ER� 4l
u
(
�0P d VoAed
3 _ �XC 1a't•ed
10
LI, a I a - - - Muc - smij,
NcA
o.
00
SWAIN CONSULTING SERVICES, INC.
150 CABIN CREEK LN. CLINTON, NC
910--590-2703
Griffin Swine Farm
Lagoon #2 Design
DATE: 5-7-07 SCALE: 1 " = 100'

E2368000 l E2368250 E2368500
I � _
I 40��
f
N639003(." {��•�
�'
{ cyr-& t
�7 0 Gr w, �
x i f - �orra.J �e� 44 �O-c-
X4s.7 44.-
1/
,��°
/Jw Cfl X vDw
t} . �v4pr
BM 50, 0
X��aAi Sfyf �9rD C�rAEr � rQ.a�.
4, X X N
N 63875
Scale 1 in: 100 ft
0 125.0
Feet
j US State Plane 1983
North Carolina 3200
NAD 1983 (Conus)
GRIFFIN3.ssf
5/1/2007
N63850 GPS PathflnderaOf ce
Trimble

HAZARD CLASSIFICATION DATA SHEET FOR LAGOONS
Landowner 01s Griffin— __ County.Greene
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam 4 Ft. Length of Flood Pool 2$0 Ft.
Date of Field Hazard Investigation - 4-20-07
Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden dam failure,
Land
Kind of
Est. Eiev.
Est. Elev.
Reach
Length
Width
Slope
Use
Improvements
Improvements
Of Breach
Above Flood
Floodwater
Plain
Above
Flood Plain
Ft.
Ft.
%
Ft.
Ft.
I
2
3
Describe potential for loss of life and damage to existing or probable future downstream improvements from a
sudden breach:
No oD tentigi for loss of life or sttuctures,- _
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21}_ a _
Dam Classification (I, II, III, IV, V) Imo_ _ -s z� _
By: $. Gregory P.E. President Date:.Zr�4 �
(name) (title)
Concurred by; R. Gregory SW. i� n. P.E. President. Date:

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Griffin Swine Farm
Otis Griffin
1610 Griffin Rd
Snow Hill, NC 28580
252-747-2142
05-17-2007
This plan has been developed by:
R. Gregory Swain, P.E.
Swain Consulting Services, Inc.
150 Cabin Creek Lane
Clinton, NC 28328
910-590-2703
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning animal waste management that are included with this plan.
Signature ( er)
Signature (manager or producer)
— Da —O0 _
Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture- Natural Resources Conservation Service or the standard of practices adopted - - - by the Soil and Water Conservation Commission.
Plan A roved B : -� �, L Ell 71D
PP Y T
Technical Specialist Signature Date
. •
" - SEAL
.-------16415
ersion 3.1 Date Printed: 05-17-2007 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5
Swine Nursery Lagoon Liquid waste generated 1,337,000 gals/year by a 7,000 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
3079
Incorporated
5289
Injected
5824
Irrigated
3347
Max. Avail.
PAN (lbs) *
Actual PAN
Applied Obs)
PAN Surplus/
Deficit Qbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
3,347
7747
-4,460
3,094,430
-1,757,430
Year 2
3,347
8053
-4,706
3,216,802
-1,879,802
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this sours
Preview Database Version 3.1 Date Printed: 05-17-2007 Source Page 1 of I

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield
estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where
available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable .Leaching
Acres Index (LI) Soil Series
Crop Sequence
RYE
MMUMMMMW
101
1A
2.60
1,87
NIA
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.4 Tons
101
IB
2.90
2.13
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.4 Tons
101
2A
6.50
4.99
NIA
Wagram
small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.4 Tons
101
2B
5.00
3,64
NIA
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.4 Tons
101
3A
3.07
2.38
N/A
Wagram
Corn, Grain
75 bu,
Small Grain Overseed
1.0 Tons
Soybeans, Manured, Full Season
28 bu.
101
3B
2.62
2.46
N/A
Wagram
Com, Grain
75 bu.
Small Grain Overseed
1.0 Tons
Soybeans, Manured, Full Season
28 bu.
101
3C
4.21
2.84
N/A
Wagram
Corn, Grain
75 bu.
Small Grain Overseed
1.0 Tons
Soybeans, Manured, Ful I Season
28 bu.
101
7A
3.81
1.72
N/A
Wagram
Corn, Grain
75 bu.
Small Grain Overseed
1.0 Tons
Soybeans, Manured, Full Season
28 bu.
101
8A
3.71
2.75
N/A
lWagram
Corn, Grain
75 bu.
--
---
- -
--
- -
Small Grain Overseed -
1.0 Tons
Soybeans, Manured, Full Season
28 bu.
101
8B
2.06
1.52
N/A
Wagram
Corn, Grain
75 bu.
Small Grain Overseed
1.0 Tons
Soybeans, Manured, Full Season
28 bu.
101
8C
1.39
1.03
NIA
Wagmm
Corn, Grain
75 bu.
Small Grain Overseed
1.0 Tons
Soybeans, Manured, Full Season
28 bu.
101
8D
5.02
4.37
N/A
Wagram
Corn, Grain
75 bu.
Small Grain Overseed
1.0 Tons
Preview Database Version 3.1 Date Printed 5/17/2007
PCs Page I of 2
NOTE: Symbol * means user entered data

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index(LI)
Soil Series
Crop Sequence
RYE
Soybeans, Manured, Full Season
28 bu.
101
SF
6.071
4.78
NIA
Wagram
Cam, Grain
75 bu.
Small Grain Overseed
1.0 Tons
Soybeans, Manured, Full Season
28 bu.
101
9A
6.13
3.76
NIA
Wagram
Cora, Grain
75 bu.
Small Grain Overseed
1.0 Tons
Soybeans, Manured, Full Season
28 bu.
101
913
3.51
3.37
NIA
Wagram
Com, Grain
75 bu.
Small Grain Overseed
1.0 Tons
Soybeans, Manured, Full Season
28 bu.
101
9C
3.57
3.06
N/A
Wagram
Corn, Grain
75 bu,
Small Grain Overseed
1.0 Tons
Soybeans, Manured, Full Season
28 bu.
PLAN TOTALS: 62.17 46,57
Poterriial Leaclun
Teclriiical-Guidance ;
2
Low potential to contribute to soluble
None
nutrient leaching below the root zone.
>--ZModerate
17
potential to contrbutc to
Nutrient Management (590) should be planned.
<= I0
soluble nutrient leaching below the
root zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that
utrient leaching below the root zone,
improve the soils available water holding capacity and improve nutrient use efficiency
> 10
should be considered. Examples are Cover Crops (340) to scavenge nutrients,
Sod -Based Rotations (328), Long -Term No -Till (778), and edge -of -field practices such
las
Filter Strips (393) and Riparian Forest Buffers (391).
Preview Database Version 3.1 Date Printed 5/17/2007
PCS Page 2 of 2
n
NOTE: Symbol * means user entered data

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate ofthe number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements, and
proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included A balance of the total manure produced and the total manure applied is included i
the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste lltilizntinn Tahie
Venr 1
-
Tract
- ---
Field
- -
Source
ID
--
Soil Series
Total
Acres
use.
Acres
-
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Regd
(Ibs/A)
Comm.
- Fe
Nutrient
Applied
(lbs/A)
Rea,
b2VA)
Apple-
MedW
Manure
PA
MutrientA
pplied
(Ibs/A)
Liquid
MantreA.
pplied
(acre)
Solid
Manure
Applied
(acre)
liquid
Mange
Applied
(Field)
solid
Manure
Applied
(Field)
N
N
N
N
loco
gat/A
Tons
1000 gals
tons
101
lA
S5
Wagram
2.60
1.87
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Wg.
50
19.97
0.00
37.35
0.00
101
IA
S5
Wagram
2.60
1.87
hybrid Bermudagrass Hay
5.4 Tons
3/1-9130
264
0
0
Irrig.
264
105.45
0.00
197.20
0.00
101
1B
S5
Wagram
2.90
2.13
Small Grain OverseW
1.0 Tons
10/1-3131
50
0
0
Irrig.
50
19.97
0.00
42.54
0.00
101
113
S5
Wagrarn
2.90
2.13
Hybrid Bermudagrass Hay
5.4 Tons
3/1-9/30
264
0
0
brig.
264
105.45
0.00
224.61
0.00
lot
2A
S5
Wagram
6.50
4.89
Small Grain Overseed
1.0 Tons
10/1-3/31.
50
0
0
wg.
50
19.97
0.00
97.66
0.00
lot
2A
S5
Wagram
6.50
4.89
Hybrid Bermudagrass Hay
5.4 Tons
3/1-9/30
264
0
0
Irrig.
264
105.45
0.00
515.66
0.00
101
213
S5
Wagram
5.00
3.64
Small Grain Overseed
1.0 Tons
1011-3131
50
0
0
Irrig.
50
19.97
0.00
72.70
0.00
101
2B
S5
Wa9mm
5.00
3.64
Hybrid Bermudagrass Hay
5.4 Tons
3/1-9/30
264
0
0
brig.
264
105.45
0.00
393.85
0.00
101
3A
S5
Wagram
3.07
2.38
Corn, Grain
75 bu.
2/15-6/30
92
0
20
Irrig.
72
28.76
0.00
68.45
0.00
101
3A
S5
Wagram
3.07
2.38
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
40
15.98
0.00
38.03
0.00
lot
3B
S5
Wagram
2.62
2.46
Corn, Grain
75 bu.
2/15-6/30
92
0
20
Irrig,
72
28.76
0.00
70.75
0.00
101
3B
S5
Wagram
2.62
2.46
Small Grain Overseed
1.0 Tours
10/1-3131
50
0
0
Irrig.
40
15.99
0,00
39.30
0.00
101
3C
S5
Wagram
4.21
2.84
Corry, Grain
75 bu.
2/15-6130
92
0
20
Wg.
1 72
28.76
0.00
81.68
0.00
101
3C
S5
Wagram
4.21
2.84
Small Grain Overseed
1.0 Tons
10/t-3/31
50
0
0
Irrig.
40
15.98
0.00
45.38
0.00
101
7A
S5
Wagram
3.81
1.72
Corn, Grain
75 bu.
2115.6/30
92
0
20
Irrig.
72
28.76
0.00
49.47
0.00
101
7A
S5
Wavarn
3.81
1.72
Small Grain Oversew
1.0 Tonsf
1011-3/31
50
0
0
irrig,
40
15.48
0.00
27.48
0.00
Preview Database Version 3.1 Date Printed. 5/9/2007 WUT Page 1 of 4

Waste Utilization
table Year
1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
i
i
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Re4d
OVA)
Comm.
Fert
Nutrient
Applied
(lbs/A)
Res
bsrA)
Applic.
Mehod
Mature
PA
utrientA
Ppbed
flbs/A)
Liquid
ManureA
ppb'ed
(acre)
Solid liquid
Mange Manure
Applied Applied
(acre} (Field)
solid
Manure
Applied
(Field)
N
N
N
N
1000
ga1/A
Tons 1000 gals
tons
101
SA
S5
Wagram
3.71
2.75
Corn, Grain
75 bu.
2/15-6130
92
0
20
Irrig.
72
28.76
0.00 79.09
0.00
101
8A
S5
Wagram
3.71
2.75
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
40
15.98
0.00 43.94
0.00
101
8B
S5
Wagram
2.06
1.52
Corn, Grain
75 bu.
2/15-6130
92
0
20
Irrig.
72
28.76
0.00 43,72
0.00
10l I
8B
SS
Wagram
2.06
1.52
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Irrig.
40
15.98
0.00 24.29
0.00
101
1 8C
SS
Wagram
1.39
1.03
Coen, Grain
75 bu.
2/15-6130
92
0
20
brig.
72
28.76
0.00 29.62
0.00
101
8C
S5
Wagram
1.39
1,03
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
40
15.98
0. 16.46
0.00
101
8D
S5
Wagram
5.02
4,37
Com, Grain
75 bu.
2/15-6/30
92
0
20
brig.
72
28.76
0.00 125,68
0.00
l01
813
S5
Wagram
5.02
4.37
Small Grain Overseed
I k Tons
10/1-3/31
50
0
0
Irrig.
40
15.98
0-00 69.82
0.00
101
1 8E
SS
Wagram
6.07
4.78
lCorn, Grain
75 bu.
2115-6/30
92
0
20
brig.
72
29.76
0.00 117,471
0.00
101
8E
S5
Wagram
6.07
4.79
Small Grain Overseed.
1.0 Tons
1011-3131
50
0
0
Irrig.
40
15.98
0.00 76.37
0,00
101
9A
S5
Wagram
6.13
3.76
Corn, Grain
75 bu.
2/1"/30
92
0
20
Irrig.
72
28.76
0.00 108.14
0.00
101
9A
S5
Wagram
6.13
3.76
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Irrig.
40
15.981
0.00 60.08
0.00
101
1 9B
SS
Wagrarn
3.51
3.37
Coen, Grain
75 bu.
2/15-6/30
92
0
20
Irrig.
72
28.76
0.00 96,92
0.00
101
9B
S5
Wagram
3.51
3.37
Small Grain Overseed
1.0 Tons
10/t-3/31
50
0
0
brig.
40
15.98
0.00 53,84
0.00
101
9C
S5
Wagram
3.57
3.06
Coen, Grain
75 bu.
2115-6/30
92
0
20
Irrig.
7A
28.76
0.00 S8.01
0.00
101
9C
S5
Wagram
3.57
3.06
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
4
15.98
O.QO 48.89
0,00
Total Applied, 1000 gallons 3,094.43
Total Produced, 1000 gallons 1,337.00
Balance, 1000 gallons -1,757.43
Total Applied, tons
0.00
Total Produced, tons 71
i.
0.00
Balance, tons T - ;_ -.._
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
Preview Database Version 3.1 1 1 Date Printed: 5/9/2007 WUT Page 2 of 4

Wocka ITkMwatinn Tahta
Vnar')
- - - -
Source
Tract Field ID
-
Total
Soil Series Acres
Use,
Acres
-
i
Crop
-
RYE
APpBc-
Period
Nitrogen
PA
Nutrient
Rend
OWA)
Comm.
Fart
Nutrient
Applied
Qbs/A)
ices
bs/A)
Applic.
Metbod
Manure
PA
NutientA
ppbed
QWA)
UgOd
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
low
gal/A
Tons
1000 gals
to
101 IA S5
Wag= 2.60
1.87
Small GrainOverseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
37.35
0.00
101 IA S5
Wagram 2,60
1.87
Hybrid Bermudagrass Hay
5.4 Tons
311-9/30
264
0
0
Irrig.
264
105.45
0.00
197.20
0.00
101 1B S5
Wagram 2.90
2.13
Smaii Grain Overseed
1.0 Tons
1011-3131
50
0
0
Irrig.
50
19.97
0.00
42.54
0.00
101 IB S5
Wagmm 2.90
2.13
Hybrid Bermudagrass Hay
5.4 Tons
3/1-9130
264
0
0
Irrig.
264
105,45
0,00
224.61
0.00
101 2A S5
Wagram 6.50
4.89
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.97
0.00
97.66
0.00
101 2A S5
Wagram 6,50
4.89
Hybrid Bermudagrass Hay
5.4 Tons
3/1-9/30
264
0
0
Irrig.
264
105.45
0.00
515.66
0,00
101 2B S5
Wagram 5.00
3.64
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.9
0.00
72.70
0.00
101 2B S5
Wagram 5.00
3.64
Hybrid Bermudagrass Hay
5.4 Tons
3/1-9/30
264
0
0
Irrig.
264
105.45
0.00
383.85
0.00
101 3A S5
Wagram 3.07
2.38
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
Irrig.
10
3.99
0.00
9.51
0.00
101 3A S5
Wagram 3.07
2.38
Soybeans, Manured, Full Season
28 bu.
4/1-9/15
111
0
0
Irrig.
111
44.34
0.00
105.52
0.00
101 3B S5
Wagram 2.62
2.46
Small Grain Overseed
1.0 Tons
1011-3131
50
0
0
Irrig.
10
3.99
0.00
9.83
0.00
101 3B S5
Wagram 2.62
2.46
Soybeans, Manured, Full Season
28 bu.
4/1-9/15
111
0
0
Irrig.
111
44.34
0.00
109.07
0.00
101 3C S5
Wagram 4.21
2.84
Small Grain Overseed
1.0 Tons
10/l-3/31
50
0
0
Irrig.
10
3,99
0.00
11.34
0.00
101 3C S5
Wagram 4.21
2.84
1Saybeans, Manured, Full Season
28 bu.
4/1-9/15
111
0
0
Irrig.
111
44.34
0.00
125.92
0,00
lot 7A S5
Wagram 3.81
1.72
Small Grain Overseed
1.0 Tons
1011-3131
50
0
0
Irrig.
10
3.99
0.00
6.87
0.00
101 7A S5
Wagram 3.81
t_72
Soybean[ Manured, Full Season
28 bu.
411-9/15
111
0
0
brig.
111
44.34
0.00
76.26
0.00
101 8A S5
Wagmm 3.71
2.75
Small Gratin Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
10
3.99
0.00
10.98
0.00
101 8A S5
Wagram 3.71
2.75
Soybeans, Manumd, Full Season
28 bu.
4/1-9/15
111
0
0
Irrig.
Ill
44.34
0.00
121.93
0.00
101 8B S5
Wagram 2.06
1.52
Small Gram Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
t0
3.99
0.00
6.07
0-00
101 813 S5
Wag= 2.06
1.52
Soybeans, Manured, Full Season
28 but.
4/1-9/15
Ill
0
0
Irrig.
Ill
44.34
0.00
67.39
0.00
lot 8C S5
Wagram 1.39
1.03
1Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
10
3.99
0.00
4.11
0.00
101 8C S5
Wagram 1.39
1,03
Soybeans, Manured, Full Season
28 bu.
4/1-9/l5
111
0
0
Irrig,
Ill
44.34
0.00
45.67
0.00
Preview Database Version 3.1 1 Date Printed: 5/9/2007 WUT Page 3 of 4

Waste Utilization
Table Year
2
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Apple.
Period
Ntrogen
PA
Nutrient
Redd
(1bs1A)
Comm.
Fert
Nutrient
Applied
(1bs1A)
Res.
Obs/A)
Applies
Me&od
Manure
PA
NutrientA
pplied
(ibslA)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 PIS
tons
101
8D
S5
Wagram
5.02
4.37
Small Grain Overseed
1.0 Tons
1011-3131
50
0
0
brig.
10
3.99
0.00
17.46
0.00
101
8D
S5
Wagram
5.02
4.37
Soybeans, Manured, Full Season
28 bu.
4/1-9/15
111
0
0
Irrig.
111
44.34
0.00
193.76
0.00
101
8E
S5
Wagram
6.07
4.78
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig_
10
3.99
0.00
19.09
0.00
101
1 8E
S5
Wagram
6.07
4.78
Soybeans, Manured, Full Season
28 bur.
4/1-9/15
111
0
0
Irrig.
111
44.34
0.00
211.94
0.00
101
9A
SS
Wagram
6.13
3.76
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
brig.
10
3.99
0.00
15,02
0.00
101
9A
S5
Wagram
6.13
3.76
Soybeans, Manured, Full Season
28 bu,
4/1-9115
111
0
0
brig.
1 I I:i
44.34
0.00
166.71
0.00
101
9B
S5
Wagram
3.51
3.37
Small Grain Overseed
I.0 Tons
10/1-3131
50
0
0
Irrig.
10
3.99
0.00
13.46
0.00
101
9B
S5
Wagram
3.51
3.37
Soybeans, Manures Full Season
28 bu.
4/1-9/15
111
0
0
Irrig.
111
44.34
0.00
149.42
0.00
101
9C
SS
Wagram
3.57
3.06
Small Grain Overseed
1.0 Tom
l0/1-3131
50
0
0
Irrig.
I
3.9
0.0
12.22
0.00
101
9C
S5
Wagram
3.57
3.06
Soybeans, Manured, Full Season
28 bur.
411-9115
111
0
0
Irrig.
ill
44.34
D.00
135.67
0.00
Total Applied, 1000 galleons
3,216.80
7
Total Produced, 1000 gallons
1,337.00
Balance, 1000 gallons
-1,879.80
k
_
Total Applied, tons
0.00
Total Produced, tons
Balance, tons
-
0.00
Notes: I. In the tract column, -- symbol means leased, otherwise, Owned. 2. Symbol * means user entered data.
Preview Database Version 3.1 Date Printed: 5/9/2007 WUT Page 4 of 4

Narrative
Producer has option of reducing winter overseeding in any areas desired, based on total PAN deficit. Some
winter overseeding is recommended to allow for applying on an active crop during overly wet years.
Preview Database Version 3.1 Date Printed: 05-17-2007 Narrative Page 1 of 1

The Irrigation Application Factors for each held in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that maybe applied to each field selected to receive
wastewater. It also lists the maximum application amount that each field may receive in any one application event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
101
1 A
Wagram
0.60
1.0
101
1B
Wagram
0.60.
1.0
101
2A
Wagram
0.60
1.0
101
2B
Wagram
0.60
1.0
101
3A
Wagram
0.60
1.0
101
3B
Wagram
0.60
1.0
101
3C
Wagram
0.60
1.0
101
7A
Wagram
0.60
1.0
101
8A
Wagram
0.60
1.0
101
8B
Wagrain
0.60
1.0
101
8C
Wagram
0.60
1.0
101
8D
Wagram
0.60
1.0
101
8E
Wagram
0.60
1.0
101
9A
Wagram
0.60
1.0
101
9B
Wagram
0.60
1.0
101
9C
Wagram
0.60
1.0
Preview Datahace Ver%inn 1.1 Date Printed 51170.007 1AF Pane 1 of 1

EFFECTIVE WETTABLE ACREAGE FOR
OTIS GRIFFIN IRRIGATION LAYOUT INCLUDING 2007 ADDITIONS
PULL
TYPE
PULL
LENGTH
EFFECTIVE
WIDTH
MIDDLE
ACRES
START
END
TOTAL
PER PULL
FIELD TOTALS
1A
NE70
322.0
200
1.48
0.39
0.00
1.87
4.00
1 B
NE70
380.0
200
1.74
0.39
0.00
2.13
2A
NE70
950.0
193
4.21
0.39
0.29
4.89
8.53
2B
NE70
1 950.0
149
3.25
0.39
0.00
3.64
3A
NE70
434.0
200
1.99
0.39
0.00
2.38
3B
N170
476.0
190
2.08
0.38
0.00
2.46
3C
NE70
533.0
200
2.45
0,39
0.00
2.84
7.68
7A
N75+
273.0
211
1.32
0.40
0.00
1.72
1.72
8A
NE70
515.0
200
2.36
0.39
0.00
2.75
BB
N170
262.0
190
1.14
0.38
0.00
1.52
8C
N170
148.0
190
0.65
0.38
0.00
1.03
8D
N170
950.0
183
3.99
0.38
0.00
4.37
8E
NE70
936.0
200
4.30
0.39
0.09
4.78
14.45
9A
NE70
734.0
200
3.37
0.39
0.00
3.76
9B
N170
685.0
190
2.99
0.38
0.00
3.37
9C
N170
615.0
190
2.68
0.38
0.00
3.06
10.19
TOTAL: 46.67 ACRES
NOTES: 1, PULL LENGTHS TAKEN FROM DRAWING BASED ON GPS GENERATED MAP,
2. WETTED ACREAGE FOR START ENDS AND STOP ENDS ARE TAKEN FROM CAWMP WETTED ACREAGE
FOR NEW SYSTEM TABLES FOR 70% SPACING (190' LANE SPACING, 270' WETTED DIA. USING NELSON SR150
GUN WI 1.08" RING NOZZLE @ 60 psi, AND USING 90% OF MFR WETTED DIA).
3.OPERATOR MUST TAKE PRECAUTIONS AND OBSERVE IRRIGATION EVENTS TO PREVENT RUNOFF FROM
OVERAPPLICATION, SPRAY DRIFT, ETC. APPLICATION SHOULD NOT OCCUR IN OVER 5 mph WINDS
OR ON FROZEN OR SATURATED SOILS.
4.OPERATOR MUST VERIFY REQUIRED SETBACKS AND MARK TRAVELER LANES TO ENSURE ACCURATE APPL.
5, TRAVEL LANES MUST BE LOCATED AND INSTALLATION CERTIFIED BY DESIGNER OR
CERTIFIED IRRIGATION DESIGNER.
6. SYSTEM SHOULD BE CALIBRATED AND OPERATED TO DESIGN SPECIFICATIONS, OR DESIGN MUST BE
MODIFIED TO ACCOMMODATE CHANGES.
CALCULATIONS BY:
•
- SEAL
• 16415
rrulu►I►
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Date

LEGEND
'~
I -K' 270' DIA.
\ SPRAY PATTERN
— — — — — TRAVEL LANE
—••—••— DITCH
-----------BUFFER SETBACK
— - — - — - — FIELD BORDER
—M I M -0 FMI-ROAD
NOTES:
1. IRRIGATION LAYOUT BASED ON NEW MAPPING BY DESIGNER USING SUBMETER
CAPABILITY GPS EQUIPMENT.
2. LAYOUT AND SPACING BASED ON 1.08• RING OPERATED O 60 psi, AND USING
90X OF MFR'S PERFORMANCE DATA. EFFECTIVE WETTED DIA-270', LANE SPACING
= 190' FOR 70X LANE SPACING.
3. MAX TRAVEL LENGTH - 950' BASED ON REEL HOSE LENGTH OF 980'.
4. OWNER WILL USE EXISTING 6" PORTABLE ALUMINUM PIPE FOR SUPPLY LINE.
OPERATOR MUST INSPECT ALL JOINTS FOR LEAKS AF[ER STARTUP.
5. OPERATOR MUST MANAGE APPUCATIONS TO REMAIN IN ACTIVE CROP AREAS.
NO LAND APPLICATION DURING RAINFALL, FROZEN GROUND. OR WIND > 5 mph.
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IRRIGATION DESIGN ADDITION
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Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer either
owns or has an agreement for use of adequate land on which to properly
apply the waste. If the producer does not own adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the use
of the land for waste application. It is the responsibility of the owner of the
waste production facility to secure an update of the Nutrient Management
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per
year. Waste may be applied to land eroding at more than 5 tons per acre per
year but less than 10 tons per acre per year provided grass filter strips are
installed where runoff leaves the field (see USDA, NRCS Field Office
Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift from _
the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste will
be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone to
flooding (see "Weather and Climate in North Carolina" for guidance).
Preview Database Version 3.I Date Printed: 5/17/2007 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate
such that runoff does not occur offsite or to surface waters and in a method
which does not cause drift from the site during application. No ponding
should occur in order to control odor and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall events,
or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would i nhi bit growth.
The potential for salt damage from animal waste should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring planted
crops on soils with a high potential for leaching. Waste/nutrient loading
rates on these soils should be held to a minimum and a suitable winter cover
crop planted to take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995, shall
not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
- - right-of-ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or
wetlands by a discharge or by over -spraying. Animal waste may be applied
to prior converted cropland provided the fields have been approved as a
land application site by a "technical specialist". Animal waste shall not be
applied on grassed waterways that discharge directly into water courses,
and on other grassed waterways, waste shall be applied at agronomic rates
in a manner that causes no runoff or drift from the site.
Preview Database Version 3.1 Date Printed: 5/17/2007 Specification Page 2

16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas shall
be fenced, as necessary, to protect the vegetation. Vegetation such as trees,
shrubs, and other woody species, etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible. Berms
and structures should be inspected regularly for evidence of erosion,
leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan" which
will eliminate the possibility of an illegal discharge, pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected on
a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds. - - ---
Preview Database Version 3.1 Date Printed: 5/17/2007 Specification Pap-e 3

22. Waste shall be tested within 60 days of utilization and soil. shall be tested at
least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower application
rate than a nitrogen based rate. Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these metals
approach excessive levels. pH shall be adjusted and maintained for
optimum crop production. Soil and waste analysis records shall be kept for
a minimum of five years. Poultry dry waste application records shall be
maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five (5)
years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
Preview Database Version 3.1 Date Printed: 5/17/2007 Smeification Page 4

EMERGENCY ACTION PLAN.
PHOW N 1MRRRS
DWQ
EMERGENCY MANAGEMENT SYSTEM Qk--7�{�1-
SWCD
MRCS
This plan will be implemented in the event that wastes from your operati on are leafing,
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.
1. 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:
December 18, 1996

a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
a. Dig a small sump or ditch away from the embankment to catch all seepage, put
in a submersible pump, and pump back to the 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?
f£ Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or of 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 local EMS phone number - -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number - - ; and
local NRCS office for advice/technical assistance phone number - -
4. 1f 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.
? December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: -�Y ;., ,„ , , Z e <!'
b. Contractors Address: S {, ,' „ ,, ,11, (!" '�- 1? S'_Y'O
c. Contractors Phone: gjg 2 4 ,7 7 �S
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer, etc.
a. Name: Oc • ��-.� .- Swr_ ` r
b. Phone: Zia — z 7v 2
7. Implement procedures as advised by DWQ and technical assistance agencies to rectifi,
the damage, repair the system, and reassess the waste managementplan to keep
problems with release of wastes from happening again.
December 18, 1996

Insect Control Checklist for Animal Operations
Source
Cause
BMPs to Minimize Insects Site Snecific Practices
Liquid Systems
Flush Gutters
• Accumulation of Solids
Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
17
Remove bridging of accumulated solids at discharge
Lagoons and Pits
• Crusted Solids
op
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
ip
Maintain vegetative control along banks of lagoons
Growth
and other impoundments to prevent accumulation of
decaying vegetative matter along waters edge on
impoundment's perimeter.
Iry Cyc#Pmc
Feeders
• Feed Spillage
ID
Design, operate and maintain feed systems (e.g„
bunkers and troughs) to minimize the accumulation
E
of decaying wastage.
Cleanup spillage on a routine basis (e.g., 7 - 10 day
I
interval during summer; 15-30 day interval during
winter).
Feed Storage • Accumulation of feed residues
AMIC- November 11. 1996, Page I
■❑
Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
Nff?r and remove or break up accumulated
solids in filter strips around feed storage as needed.

Source Cause BMPs to Minimize Insects Site Specific Practices
Animal 4 Holding Areas a Accumulations of animal wastes O Eliminate low areas that trap moisture along fences and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
p 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.
u Dry Man re dandling a Accumulations of animal wastes 0 Remove spillage on a routine basis (e.g., 7-10 day
Systems interval during summer, 15-30 day interval during
winter) where manure is loaded for land application
p Ord fOOFMadequate drainage around manure
stockpiles.
p Inspect for an remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed.
For more! informat ion contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State [university, Raleigh, NC
27695-76,13
AMID- November I It 1996, Page

Source
Swine Farm Waste Management Odor Control Checklist
Cause
BMPs to Minimize Odor
Fannstead • Swine Production 00 Vegetative or wooded buffers;
CC Recommended best management practices;
W Good judgement and common sense
Animal body surfaces 0 Dirty manure -covered animals 0Y Dry floors
Floor surfaces • Wet manure -covered floors Slotted floors;
R) Waterers located over slotted floors;
E ❑ Feeders at high end of solid floors;
❑ Scrape manure buildup from floors;
❑ Underfloor ventilation for drying
Manure collection pits • Urine; go Frequent manure removal by flush, pit recharge, or
• Partial microbial decomposition scrape;
❑ Underfloor ventilation
Ventilation exhaust fans • Volatile ;uses; 5L1 Fan maintenance;
• Dust im Efficient air movement
Indoor surfaces • Dust Washdown between groups of animals;
E l ❑ Feed additives;
• Feed covers;
p Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon liquid C1 Flush tank covers;
i while tanks are filling ❑ Extend #ill to near bottom of tanks with anti -siphon
vents
Flush alleys • Agitation during wastewater ❑ Underfloor flush with underfloor ventilation
conveyance
Pit recharge points Agitation of recycled lagoon liquid Extend recharge linesto near bottom of pits with
while pits are filling anti -siphon vents
Lift stations
AMOC -November I i,
• Agitation during sump tank filling
and drawdo► .n
1996, Page 3
❑ Sump tank covers
Site Specific Practices

Source Cause BMPs to Minimize Odor Site Specific Practices
Outside drain collection or • Agitation during Wastewater O Box covers
junction boxes conveyance
End of d i inpipes at lagoon • Agitation during wastewater pQ Extend discharge point of pipes underneath
conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emission; ') Proper lagoon liquid capacity;
• Biological mixing; IX Correct lagoon startup procedures:
• Agitation ❑ Minimum surface area -to -volume ratio;
P Minimum agitation when pumping;
❑ Mechanical aeration;
Irrigationlsprinkler nozzles • High pressure agitation; 0 Irrieate on dry days with little or no wind:
IJ • Wind drift ❑ Minimum recommended ooeratine pressure:
56 Pump intake near laeoon liauid surface:
❑ Pump from second stage laeoon
Storage tank or basin • Partial microbial decomposition; ❑ Bottom or midlevel loadine:
surface I • Mixing while filling; ❑ Tank covers:
• Agitation when emptying ❑ Basin surface mats of solids:
..C3 Proven al gill additives o?i axidants
liquid Settling basin surface • Partial microbial decomposition; O Extend drainpipe outlets underneath quid level;
• Mixing while filling;
I"1 Remove settled solids reeularly
• Agitation when emptying
Manure, slurry or sludge • Agitation when spreading; rI Soil injection of slurry/sludges;
spreader outlets • Volatile gas emissions r9 Wash residual manure from spreader after use;
M Proven biological additives or oxidants _
Uncoveredmanure, slurry • Volatile gas emissions while drying rI Soil injection of slurry/sludges;
or sludge on Field surfaces rl Soil incorporation within 48 hrs.;
r7l Spread in thin uniform lavers for rapid divine:
I-1 Proven hioln¢ical additives or oxidants
Dead animals • Carcass decomposition Proper disposition of carcasses
AMOC 1 November I I, 1996, Page 4

Source Cause HMPs to Minimize Odor Site Specific Practices
Dead animal disposal pits • Carcass decomposition I•i Complete covering of carcasses in burial pits;
rl Proper location/construction of disposal pits
Incinerators • Incomplete combustion n Secondary stack burners -
Standing rater around • Improper drainage; Grade and landscape such that water drains away
facilities • Microbial decomposition of from facilities
organic matter
Mud tracked onto public • Poorly maintained access roads Op Farm access road maintenance
roads from Farm access
Additional
Information:
Available From:
I
Swine Manure Management; .0200 Rule/BMP 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 103-88
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

Mortalitv 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 beat least 300 feet from any flowing stream or public
body of water,
�7 Rendering at a rendering plant licensed under G.S. 106-168.7.
❑ Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture.
❑ Any method which in the professional opinion of the State Veterinarian would make
possible the salvage of part of a dead animal's value without endangering human or
animal health. (Written approval of the State Veterinarian must be attached)
December 18, 1996

william G. Ross Jr, secretary
r� I r North Carolina Deparunrnt of Emironment and Naual Resotuzcs
y W. ADDirector
0 Division orwater czualtty
North Carolina Division of Water Quality
Aquifer Protection Section
943 Washington Square Mall
Washington, NC 27889
PHONE:. [phone] FAX: 2$2-975-3716
Internet: gw.ehnr.state.nc.us
To:
Fax Number: _?
From:�1PH-
Date: 5' a/ D 1
No. Pages (including cover page):
Comments: o sQQ

Monday, May 21, 2007 9:14 AM Greg Swain 910-590-3540 p.02
4. Surface Water Classification. This form must be completed by the appropriate DWQ regional
office and included as a part of the project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward)
in which this animal waste management system will be constructed must be determined by the appropriate DWQ regional
office. Therefore, you are required, prior to submittal of the application package, to submit this form, with items l through
7 completed. to the appropriate Division of Water quality Regional Water Quality Supervisor (see page 5 of 5). At a
minimum, you must include an 8.5" by I V copy of the portion of a 7.5 minute USGS Topographic Map which shows the
Iocation of this animal waste application system and the downslope surface waters in which they will be located. Identify the
closest downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
4.1 Farrn Name: Griffin Swine Farm
4.2 Name & complete address of engineering firm or technical specialist: Swain Consulting Services, Inc. 150 Cabin Creek Ln,
Clinton, NC 28328
Telephone number: [phone]
4.3 Name of closest downslope surface waters: Nahunta Swamp
4.4 County(ies) where the animal waste management system and surface waters are located:Greene
4.5 Map name and date: USGS Jason (NC) Quadrangle 1983 N
4.6 NC Professional's Seat (If appropriate), Signature, and Date: 0
• SEAL
16415
TO: REGIONAL WATER QUALITY SUPERVISOR
PIease provide me with the classification of the watershed where this animal waste marzagentent facility will be or has been
constructed or field located, as identified on the attached map segment(s):
Name of surface waters:,h U ilia -Sam Mg
Classification (as established by the Environmental Management Commission): [ ,! 540 . / is LtJ
Proposed classification, if applicable;.
Signature of regional office personnel:
(All attachments must be signed)
FORM: AWO-G-NEW or EXP. 7M" Page 3 of 5
Date: 6--'oy - D2

Monday, May 21, 2007 9:14 AM Greg Swain 910-590-3540
p.03
Abaft
.` i � � ice, �� � � J•��
10
•
0 04 0.2 0.3 0.4 0.5 km
0 0.09 0.7,9 0.27 0.36 0.45 Ri
350 29' 54"N, 770 45' 45"W (NAD27)
USOS Jason (NC) Quadrangle
Projection is UTM Zane 18 NAD83 Datum
t+1
G=-1.605
1 of 1 5/17/2007 8:05 Ph

Monday, May 21, 2007 9:14 AM
Greg Swain 910-590-3540
p.01
SWAIN CONSULTING SERVICES, INC
Recipient: David May Sent By:
Company: NCDNR Washington Regional Company:
Fax Number: 1252-975-3716 Fax Number:
Voice Number: Voice Number:
Date: 5/21 /2007
Time: 9:14:52 AM
Total No. Pages: 3
Subject: Surface Water Classification for Griffin Swine Farm
Message:
R. Gregory Swain
Swain Consulting Services, Inc.
[phone]
[phone]
David, thanks for agreeing to receive this by fax. I mailed over a week ago, and we are anxious to add
this page to the balance of the package and send to Raleigh for approval.
Please fax this directly back to Michael Griffin, as I am turning the package over to him for signatures
this morning. His fax number is 910-299-3016.
Thanks again,
Grea Swain

TRANSMISSION VERIFICATION REPORT
TIME : 05/21/2007 12:11
DATE DIME
05/21 12:10
FAX NO./NAME
919102993016
DURATION
00:00:39
PAGE(5)
02
S
MODE
ODE
TANDARD
ECM

t�
SWAIN CONSULTING SERVICES, INC..
May 17, 2007
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
To whom it may concern:
Mr. Otis Griffin, Griffin Swine Farm, owns and operates swine facilities in Greene
County, NCDENR COC No. AWS400094 for 7,000 head Wean to Feeder operation. The
facility was registered as a 1,000 head farrow to feeder pig operation (522,000 Lb
SSLW) prior to permit issuance for the current operation in 2005. At the time the
current permit application was submitted, the permitting office indicated that rather
than Mr. Griffin having to include treatment and land application areas for greater than
the 7,000 head, he could at a later date request a new permit to incorporate additional
remaining SSLW.
Mr. Griffin now requests issuance of a revised permit to include 12,000 head Wean to
Feeder (360,000 Lb SSLW), still well under the original 522,000 Lb. An existing lagoon
will be desludged and expanded and constructed to current design standards for the
new 5,000 head addition. An application is included, along with all components of a
CAWMP except items pertaining to the Swine Farm Siting Act, since this is an existing
facility.
Thank you for your consideration, and if you have any questions regarding the technical
or design aspects of the proposed updated facilities, please do not hesitate to contact
me.
Sincerely,
R. Gregory Swain, P.E.
President
U U N 14 2007
a
',SHINGTON REGiOi`!A, OFFI'U
0'NO
RECEIVED ! DENR / DWQ
AQUlPr-P'PRnT9r..T1nNl I;rCTION
MAY 2 5 2007
SWAIN CONSULTING SERVICES, INC.
150 Cabin Creek lane Clinton, NC 28328
Tel. [phone] Fax [phone] email [e-mail]

0
ANIMAL WASTE OPERATION
PERMIT APPLICATION PACKAGE
EXPANDING OPERATION .
TABLE OF CONTENTS
APPLICATION LETTER
GENERAL PERMIT APPLICATION
MAPS
ANIMAL WASTE MANAGEMENT PLAN CERTIFICATION
LAGOON MODIFICATION DESIGN W/ SPECIFICATIONS
HAZARD CLASSIFICATION DATA SHEET
IRRIGATION DESIGN
NUTRIENT MANAGEMENT PLAN & SPECIFICATIONS
EMERGENCY ACTION PLAN
INSECT CONTROL CHECKLIST
ODOR CONTROL CHECKLIST
MORTALITY MANAGEMENT METHOD CHECKLIST

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit -
New or Expanding 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.
<THIS ONLINE APPLICATION CAN. BE FILLED OUT USING
THE TAB KEY TO MOVE THROUGH THE FIELDS>
Application Date: 5-21-07
1. GENERAL INFORMATION:
1.1 Facility name: Griffin Swine Farm
1.2 Print Land Owner's name: Otis Griffin
1.3 Mailing address: 1610 Griffin Rd
City: Snow Hill State: NC Zip: 28580
Telephone Number: ( 252) 747-2142
1.4 County where farm is located: Greene
1.5 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): From Snow Hill Hn 58 west: left on SR1219 Griffin Rd
Site 4pprox_1.5_mi on ri ht.
1.6 Print Farm Manager's name (if different from Land Owner): ____
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Premium Standard Farms
2. OPERATION INFORMATION:
2.1 Facility No: Certificate of Coverage No. AWS400094.
2.2 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.
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of Animals
® Wean to Feeder 12,000* ❑ Layer ❑ Dairy
❑ Feeder to Finish ❑ Non -Layer ❑ Beef
❑ Farrow to Wean (# sow) ❑ Turkey
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
❑ Other Type of Livestock on the farm:
No. of Animals:
* Includes currently permitted 7,000 + new 5,000 addition (SSLW for site = 522,000 Lb = 17,400 Head Maximum.
1. nnrs. A utn r XMIXT 1, vv '711100 n..R., i -CC

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 46.6 Required Acreage (as listed in the AWMP): 46.6
2.4 Number of Lagoons: 2; Total Capacity: 796,080 Cubic Feet (0); Required Capacity:779,434 (0)
Number of Storage Ponds: ; Total Capacity: (ft3); Required Capacity: (ft3)
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item. Applicants
^Initials
3.1 One completed and signed original and two copies of the application for General Permit -
Animal Waste Operations; PA
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed; lv�j
3.3 Three copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWMP, it must be completed prior to submittal of a general permit application for
animal waste operations. The CAWMP must include the following components: d9B
X- 3.3.1 NRCS Site Evaluation Form NC-CPA-17 or equivalent.
3.3.2 A hazard classification of the proposed lagoons, if required.
3.3.3 Documentation showing that proposed swine facilities meet the requirements of the Swine Farm Siting Act
including a site map prepared by a Registered Land Surveyor. The scale of this map shall not exceed i inch =
400 feet. At a minimum, the site map shall show the distance from the proposed houses and lagoons to occupied
residences within 1500 feet, schools, hospitals, churches, outdoor recreational facilities, national parks, state
parks, historic properties, or child care centers within 2500 feet, property boundaries within 500 feet, water
supply wells within 500 feet. The map shall also show the location of any property boundaries, and perennial
streams or rivers located within 75 feet of waste application areas.
7^c- 3.3.4 Documentation showing that all adjoining property owners, all property owners who own property located
across a public road, street, or highway from the facility, the local health department, and the county manager or
chair of the county board of commissioners if there is no county manager, have been notified by certified mail of
your intent to construct or expand a swine farm at this location.
- 3.3.5 A wetlands determination.
3.3.5 A map showing the topography of the proposed facility location showing features that affect facility design, the
dimensions and elevations of any existing facilities, the fields used for waste application, and areas where
surface runoff is to be controlled.
3.3.6 The lagoon/storage facility design.
3.3.7 Proposed runoff control measures, if required.
3.3.8 Irrigation or other land application method design.
3.3.9 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and
utilized by the facility.
3.3.10 The soil series present on every waste disposal field.
-" 3.3.11 The crops grown on every waste disposal field. - — -- — - -- — - - -
3.3.12 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3. I 3 The PAN applied to every waste disposal field.
3.3.14 The waste application windows for every crop utilized in the WUP.
3.3.15 The required NRCS Standard specifications.
3.3.16 Emergency Action Plan.
3.3.17 Insect Control Checklist with options noted.
3.3.18 Odor Control Checklist with options noted.
3.3.19 Mortality Control Checklist with options noted.
3.3.20 Documentation proving this facility is exempt from the Moratoria on Construction or Expansion of Swine
Farms, if the application is for a swine facility.
If your CAWMP includes components not shown on this list, -please include the additional
components with your submittal.
X K- A)o Ci

05/21/2007 12:10 2529468961 GROUNDWATER
Monday, May21, 2007 9:14 AM Greg swain 910-590-3540
PAGE 02/02
p.02
4. Surface Water Classfication. This form must be completed by the appropriate
office and included as u part of the project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS,
The classification of the dD wwlope surface waters (the surface waters that any overflow from the h
in which this animal waste management system will be constructed must be detamincd by the appr
office, Therefore, you are required, prior to submittal of the application package, to Submit this
7 completed, to the appropriate Division of Water quality Ritonnal Water Quality Supervisor (see i
minimum, you roust Made an 8.5" by 1 I" Copy of the portion of a 7.5 minute USGS Topographic
location of this animal waste application system and the dowuslope malhce waters in which they w)
closost downslope mur&cc waters on the attached map copy. Once the regional office has comple
reincorporate this compleW page and the topographic map into the complete application for
applications package.
4.1 Farm Name: Griffin Swine Tama
4.2 Name & complete address of enginemiag firm or tecbnical specialist: Swain Consulting Services, Inc,
Clinton, NC 28328
Telephone number: (910 ) 590-2703
4.3 Name of closest downslope surface waters: Nahunta Swartxp
4 A Couuty(ios) where the animal waste management system and surface waters aft iocated:Grecne
4.5 Map name and date: UBGS Jason (NC) QwW=gle 1983
4.6 NC Professional's Seal (if appMrie te), Signattuu, and Dane: •
Lam' � • `� -�`�' -- 7 l �.
TO: IMGIONAL WATER QUALITY SUPERVISOR
,Please provide me with the clasa ication, of the watershed where this animal waste mwagexnent
constructed or field located, as idonti>b'ied on the atmohed map segtttent(s):
Same of surface waters:
Classification (as established by the Environmental Mampmmt
Proposed classificatfou, if applicable.
Signature of regional office personnel:
(Ali attacbments must be signed)
FORM: AWO-G-NEW or EXP. ?n199 Page 3 of 5
regional
ility would flow toward)
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5. APPLICANT'S CERTIFICATION:
1, &� e,�%(Land Owner's name listed in question 1.2), attest that
this application for6 r w',(Facility name listed in question
1.1) 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.
Signature
Date 5- ,� %-® 7
6. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question
I.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. d�
o4
Signature Date _
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-NEW or EXP. 7/7199 Page 4 of 5

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Animal Waste Management Plan Certification
Please type or print all information that does not require a signature
lExistine 'or. New., or ., Expanded (please circle one)
General Information:
Permit No: AWS400094
Name of Farm: Griffin Swine Farm Facility No: 40-94
Owner(s) Name:Mr. Otis Griffin Phone No(252) 747-2142
Mailing Address: 1610_Griff_in Rd. Snow Hill, NC 28580
Farm Location: County Farm is located in:
Latitude and Longitude: 35°29'54"N 77°45'50"W Integrator: Premium Standard Farms
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.): From Snow Hill, Hwy 58 west: left on SR1219 (Griffin Rd): Site approx 1.5 mi on
right.
Operation Description:
Type of Swine No. of Animals
o Wean to Feeder 12,000
o Feeder to Finish
o Farrow to Wean
o Farrow to Feeder
o Farrow to Finish
o Gilts
o Boars
Type of Poultry No. of Animals
o Layer
o Non -Layer
Type of Beef No. of Animals
o Brood
o Feeders
o Stockers
Other Type of Livestock:
Type of Dairy
a Milking
o Dry
a Heifers
o Calves
No. of Animals
Number of Animals:
Expanding Operation Only
Previous Design Capacity: 7,000 Additional Design Capacity: S. 000 Total Design Capacity: 12, 000
Acreage Available for Application: 46.6 Required Acreage:46.6
Number of waste structures: 2 Total Capacity: 796,080 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 waste structures (please circle one or both as applicable)
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 permit application and a new certification to be submitted to
the Division of Water Quality (DWQ) and permit approval received before the new animals are stocked. I (we) understand
that there must be no discharge of animal waste from the storage system to surface waters of the state unless specifically
allowed under a permit from DWQ and there must not be run-off from the application of animal waste. 1 (we) understand
that run-off of pollutants from lounging and heavy use areas must be minimized using technical standards developed by the
USDA -Natural Resources Conservation Service (MRCS). The approved plan will be filed at the farm and at the DWQ
Regional Office and the office of the local Soil and Water Conservation District (SWCD). I (we) know that any modification
must be approved by a technical specialist and submitted to the DWQ Regional Office and local SWCD and required
approvals received from DWQ prior to implementation. A change in farm ownership requires a permit application to be sent
to DWQ along with a new certification (if the approved plan is changed).
Name of Land Owner:
W-11
Name of Manager (if different from owner):
Signature: Date:
AWC - September 18, 2006

Technical Specialist Certification
L As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6H .0104, 1 certify that the animal waste management system for the farm napped above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Water Quality as specified in 15A
NCAC 2T .1300 (formerly 2H .0217) and the USDA -Natural Resources Conservation Service and/or the North Carolina
Soil and Water Conservation Commission pursuant to 15A NCAC 2T .1300 (formerly 2H .0217) and 15A NCAC 6F .0101-
.0105. 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.
���►""'IL Certification o Design CAR
•,
A) Collection Storage, Treatment System �•40;
Check the appropriate box -
SEAL •
o Existing facility without retrofit (SD or WUP) 96415 '
Storage volume is adequate for operation capacity; storage capability cofis{}i�G1�6�
requirements. CV
CV
New,
-••�rr1111i13i1u�""
New,,expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,
have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print):R. Gregory Swain P.E.
Affiliation Swain Consulting Services, Inc. Date Work Completed:.__ -/p/o %
Address (Agency): 150 Cabin Creek Ln. Clinton NC 28328 Phone No.:910-590-2703
Signature: L'e � 7 Date:_ rZZ-Z Z_e-;Z
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; and the hydraulic and nutrient loading rates are appropriate for the site and receiving
crop.
Name of Technical Specialist (Please Print): R. Gregory Swain P.E.
Affiliation T Swain Consulting Services, Inc. Date Work Completed:
Address (Agency):
Signature: G
No.: 910-590-2703
— - C) Runoff Controls from Exterior Lots - — - -- - —
Check the appropriate box
Facility without exterior lots (SD or WUP or RC)
This facility does not contain any exterior lots.
o FacilitX with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in
accordance with technical standards developed by NRCS.
Name -of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
A W C- September 18, 2006 2

D). Application and Handling Equipment
Check the appropriate box
Existing or ex_pandin facility with existing waste application equipment (WUP or 1)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design 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).
o New, expanded, or existing facility without existing waste application pguipment forspray irrigation. (1)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
New, expanded, or existing facility without existing waste application equipment for land spreading not using
spray irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified 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): R. Gregory Swain, P.E.
Affiliation _ Swain Consulting Services, Inc _ Date Work Completed: 710
Address (Agency): 150 Cabin Creek Ln. Clinton, NC 28328 Phone No.: 910-590-2703
Signature: t_/. Jr /.. S . Date: S/�/ Z/� - -
-1
E) Odor Control, Insect Control, Mortality Management and Emergency „Action Plan (SD.
SI WUP RC or
The waste management plan for this facility includes a Waste Management Odor Control Checklist, an Insect
Control Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and
insects have been evaluated with respect to this site and Best Management Practices to Minimize Odors and Best
Management Practices to Control Insects have been selected and included in the waste management plan. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): R._Gregory _Swain,_P.E.
Affiliation Swain Consulting Services, Inc _ Date Work Completed: 7110 7
Address (Agency): 150 Cabin Creek Ln. Clinton, NC 28328 Phone No.: 910-590-2703
_ Signature:_ I-ve. _ tea.., �� _ Date: 7%v 7
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June 21, 1996, when was it constructed or last expanded. 1979
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 ofNCGS 106-805. A copy of the notice and a list of the property owners notified are
attached.
Name of Land Owner:
Signature: V /!�
_ -Date:—
Name of Manager (ifdifferWfrom owner):
Signature: Date:
AWC - September IS, 2006

Operator: Griffin Swine Farm County: Greene Date: 05/05/07
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
Ibs
0 sows (farrow to wean)
x
433 lbs. =
0
lbs
5000 head (wean to feeder)
x
30 lbs. =
150000
lbs
Describe other:
0
lbs
Total Average Live Weight = 150000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 150000 cubic ft (includes 0 cu. ft. add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 37.500.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length
330.0
Inside top width (feet)----------------------
140.0
Top of dike elevation (feet)-----------------
47.00
Bottom of lagoon elevation (feet)------------
34.00
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 SSIEND2 SS/SIDE1 SS/SIDE2
LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0
324.0 134.0 12.00
AREA OF TOP
LENGTH * WIDTH =
324.0 134.0 43416
(AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
252.0 62.0 15624
(AREA OF BOTTOM)

AREA OF MIDSECTION
LENGTH *WIDTH *.4
288.0 98.0 112896 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
43416 112896 15624 2.00
Total Designed Volume Available = 343872 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length * Width) + Surface area of connecting waste facility
330.0 140.0 0.0
46200.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 46200.0 square feet
Design temporary storage period to bi riod to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1,37
Volume = 150000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 274000 gals. or 36631.0 cubic feet
_._ 53. Volume of excess water
Volume = 1005.6 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 24200.0 cubic feet

5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 0.0 inches
180 days rainfall = 8.3 inches
Volume = 8.3 in * DA / 12 in. per ft. = 31801 cubic feet runoff
Volume = 0.0 in * lagoon DA/12 in./ft = 0 cubic feet evap.
Volume = 31801 cubic feet
5D. Volume of 25 year 24 hour storm 7.0 in.
Volume of "Heavy Rain" 7.0 in.
Volume = 14.0 inches / 12 inches per foot* DA
Volume = 53900 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A.
36631
cubic feet
5B.
24200
cubic feet
5C.
31801
cubic feet
5D.
53900
cubic feet
5E.
0
cubic feet
TOTAL
146532
cubic feet

& SUMMARY
Temporary storage period====================> 180 days
Rainfall during wettest period of storage===> 8.3 inches
Evaporation during storage period===========> 0.0 inches
25 year - 24 hour rainfall==================> 7.0 inches
Heavy 7.0 inches
Freeboard============== =====================> 1.00 feet
Side slopes_________________________________> 3.0 : 1
Inside top length ==========================> 330.0 feet
Inside top width=====__ =_-_ _________________> 140.0 feet
Emergency spillway elevation(if planned)====> 46.00 feet
Top of dike elevation===================== => 47.00 feet
Bottom of lagoon elevation==================> 34.00 feet
Top of sludge elevation=====================> 36.15 feet
Total required volume=======================> 334032 cu. ft.
Actual design volume========================> 343872 cu. ft
Seasonal high watertable elevation (SHWT)===> 39.60 feet
Stop pumping 42.00 feet
Must be > or = to the SHWT elev.==========> 39.60 feet
Must be > or = to min. req. treatment el.=> 40.00 feet
Min. Required treatment volume==============> 150000 cu. ft.
Volume at stop pumping elevation============> 153359 cu. ft.
Start pumping elev.==___________________=___> 44.70 feet
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act. vol. less 25 yr. and heavy rainfall====> 289972 cu. ft.
Volume at start pumping elevation===========> 289727 cu. ft.
Required volume to be pumped================> 92632 cu. ft. '
Actual volume planned to be pumped==========> 98303 cu. ft.
Min. thickness of soil liner when required==> ��, 1.8 feet
7. DESIGNED BY: APPROVED BY: �' ` c ✓`" `A F'7 4c�
�n�►nnnnrrrrlr►►
R. Gregory Swain, P.E. R. Gregory Swain, P.E. ``�'0� -�H so
Swain Swain Consulting Services, Inc. Swain Consulting Services, Inc. �O.•• ESS/ •'•.'4�
DATE: DATE: % = � �i•
SEAL -
e •
e 16415 e
NOTES: Any existing sludge material to be removed and disposed of accordign to certified
plan. Based on existing perimeter borrow pit, suitable clay mat'i exists onsite
for lining. All woody vegetation to be removed beyond toe of outside slopes.

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 112 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 44,70 as marked by permanent marker. Stop pump-
aut when the fluid level reaches elevation 42.00-This temporary
storage less 25 yr and heavy rain contains 98303 cubic feet or
735306 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.
B. 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.
B. 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 "sheepatoof'
or tamping roller. Compaction of the fill material shall be In accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SF 1.8 ft.
NOTE: LINERS (PARTIAL OR FULL)ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. ATYPICAL CROSS SECTION OF THE L
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPOI
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 MRCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 3
Sail 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 of dent construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattem helps assure uniformity in the whole placement and
compaction process. For most day 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 construe -
ton according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded, Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
When specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth, The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations

SHEET 3 OF 3
and the side slopes shall be 1:1 or flatter. When the drains are
encountered, the tile shall be removed to a minimum of IS feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a die line exists above the embankment It shall be
rerouted around the lagoon in an approved location. Backfilting
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 fumish-
Ing test results and certification that the construction meets
the design requirements. Any tests and certification should be
performed by a certified laboratory.

;EL GEN i
Existing Borrow Pit do Lagoons
Proposed New Lagoon
41.7 Existing Elevation
e ll,-M M Benchmark Elevation
PATH
—, — — — BUFFER OR SETBACK
Min, 12' Wide Be
NP
25� M '� u
R
F DE
EXcavatd ;a vote
Exc aced
N'\0
NCp
0
IM SWAM CONSULTING SERVICES, INC.
150 CABIN CREEK LN. CLINTON, NC
910-590-2703
0 Griffin Swine Farm
13 Lagoon #2 Design
19
11 DATE: 5-7-07 SCALE: 1 " = 100'

HAZARD CLASSIFICATION DATA SHEET FOR LAGOONS
Landowner , , Otis Griffin _ County Greene
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam 4 Ft. Length of Flood Pool 280 Ft.
Date of Field Hazard Investigation 4-20-07
Evaluation by reach of flood plain downstream to the point of estimated minor effect from sudden dam failure.
Land
Kind of
Est. Elev.
Est. Elev.
Reach
I Length
Width
Slope
Use
Improvements
Improvements
Of Breach
Above Flood
Floodwater
Plain
Above
Flood Plain
Ft.
Ft.
%
Ft.
Ft.
1
2
3
Describe potential for loss of life and damage to existing or probable future downstream improvements from a
sudden breach:
No potential for loss of life or structures. _.
Hazard Classification of Dam (a, b, c) {see NEM-Part 520.21) a
Dam Classification (I, II, III, IV, V) III
By: R G eao[y P.E.'de Date:. EZ 21D ;7—
(name) (title)
Concurred by: R, Gregory- Swin, P.E. President Date:

NCDA&CS Agronomic Division Phone: [phone] Web Site:
Report No:
Growe Griffin, Otis
Copes
1610 Griffin Rd.
Snow Hill, NC 28580
�. oil Test
Far 2341
1=1/2W6 SERVING N.C. RESIDENTS FOR Greene County
Agronomist
A -- 3, $
ATTENTION: This report was flagged with a "Cu and/or "r to alert you that copper and/or
zinc have accumulated in the soil and are approaching a level that could be detrimental to
crop production. The C and Z symbols are printed on your report for soil test index levels
of 2000 or more; for peanuts with zinc, the level is 300. This note is designed to be a
"trigger" that allows enough time to either reduce the rate of application or find another
field for application of biosolids and/or waste water. The CTL (critical toxic level) for Cu 6
Zn has been set at 3000 index; for peanuts with zinc, the level is 500. These levels are
used by DENR as a benchmark to determine when application of waste products should
be stopped. The CTL for copper and zinc was set to prevent levels from accumulating to
the point where they become toxic to crops grown on a field.
David H. Hardy, Agronomist
Field
Applied
Recommendad
Sample Last
MD Yr
Crop or Year Ume N Pros K20 Mg S Cu Zn B Mn See Note
1
1st Com Grain 0 120-160 0 0
0 0 0 Z .0 pH$ 3
2nd
0
Test Results
Soil HM% WN CEC SS% Ac p H P4 Kd Ca% Mg% Mn4 Mn-AI(t Mn-A!(Z Z64
Zn-Al Cu4 S-1 SS4 Nos- NH4- Na
MIN 0.09 1.16 24.4 98.0 0.5 7.0 2048 230 64.0 30.0 174 106 2243
2243 168 366 0.3
Reid
Applied
Recommendad
Sample Last
Mo Yr
Crop or Year Ume N P205 K20 Mg S Cu Zn B Mn See Note
C2
1 st Cam Grain 0 120-160 0 0
0 0 0 Z .0 pH$ 3
2nd
0
Test Results
Soil HM% WN CEC BS% Ac p H P4 Kd Ca% Mg% Mn4 Mn-Al(1 Mn-Al(2 Zna
Zn-AI Cu4 S-f SSd NO3- NH4- Na
MIN 0.09 1.15 25.0 100.0 0.0 7.7 2023 289 55.0 39.0 187 103 2263
2263 80 579 0.4

ijou. �-, P-oo � 9 7,�asA4t
,k(aJ44� 4

a
North Carolina
Department of Environment and Natural
Resources
Division.of Soil and Water Conservation
Michael F. Easley, Governor
William G. Ross Jr., Secretary
Manly S. Wilder, Director
October 02, 2006
�A0
Ua -% LoEN'K
NORTH CAROUNA DEPARTMENT OF
ENVIRONMENT AND NATURAL
RE50JRCES
OCT - 3 2006
Mr. Otis Griffin V, SiiiNGTON RECIONAOFFICE
DWQ
1650 Griffin Road
Snow Hill, North Carolina 28580
SUBJECT: Operation Review Notice of Referral for
Otis Griffin Farm, Facility Number 40-94
Greene County
Dear Mr. Griffin:
On September 26, 2006, an operation review was conducted at the Otis Griffin Farm,
facility number 40-94, in Greene County. This review, undertaken in accordance with
G.S. 143-215.10D, is one of two routine site visits scheduled for all subject animal
operations in 2006. The Division of Water Quality will conduct a separate compliance
inspection.
During the operation review, the following items were noted:
• Failure to secure sludge removal plan from technical specialist that outlines the
removal of sludge and land application procedures. Sludge is stock piled along
perimeter of woods line.
• Failure to secure representative sludge analysis and liquid waste analysis prior to
sludge removal (spring 2005).
It was for these reasons that your operation was referred to the Division of Water
Quality for further investigation' and possible enforcement action. G.S. 143-215.10E
requires staff from the Division of Soil and Water Conservation to notify the Division of
Water Quality and the owner/operator of these observed violations.
A copy of the operation review is enclosed for your information, Site findings and
recommended corrective actions as discussed are noted in the comment sections.
Please remember that in order for your facility to remain in compliance with
environmental regulations, animal waste cannot be discharged into waters of the State,
and the animal waste collection, treatment, storage and disposal systems must be
properly maintained and operated under the responsible charge of a certified operator.
943 Washington Square Mall, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

Mr. Otis Griffin
October 02, 2006
Page 2
On behalf of the Division of Soil and Water Conservation, I appreciate your cooperation
with this operation review. Please do not hesitate to contact me at 252-948-3903 if you
have any questions, concerns or need additional information
Sincerely,
Martin McLawhorn
Environmental Specialist 11
cc: ✓David May, Division of Water Quality
Marlene Salyer, Division of Water Quality
Carl Kirby, Greene County Soil & Water Conservation District
Jeremy Hill, Premium Standard Farms
Vernon Cox, Division of Soil & Water Conservation
DSWC — WaRO Files
943 Washington Square Mall, Washington, North Carolina 27889 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer

(1 Division of Water Quality
® Division of Soil and Water Conservation
❑ Other Agency
Facility Number : 400094 Facility Status: Inactivg_ Permit: AA5400094 ❑ Denied Access
Inspection Type: Operations R Inactive or Closed Date:
Reason for Visit: Routine County: Greene Region: Washington
Date of Visit: Q912512006 I Entry Time:11 �38 AM Exit Time: 12:30 PM Incident #:
Farm Name: Griffin Swine Farm Owner Email:
Owner: Otis Griffin Phone: [phone]___
Mailing Address: 1610 rifin Rd Snow Hill NC 285§Q
Physical Address:
Facility Status: ❑ Compliant ❑ Not Compliant Integrator:
Location of Farm:
Jcl. County roads 1219 & 1220
Latitude:35°29'54" Longitude: 77°45'50"
Question Areas:
Discharges & Stream Impacts Waste Collection & Treatment Waste Application
Records and Documents , Other Issues Technical Assistance
Certified Operator: Michael W Griffin Operator Certification Number: 18615
Secondary OIC(s):
On -Site Re pros entative(s): Name Title Phone
24 hour contact name Michael Griffin Phone: [phone]
On -site representative Michael Griffin Phone: [phone]
Primary Inspector: Martin Mclawhorn Phone:
Inspector Signature: Date:
Secondary Inspector(s):
Page: 1

Permit: AWS400094 Owner - Facility: Otis Griffin Facility Number: 400094
inspection Date: 09/25/2006 Inspection Type: Operations Review Reason for Visit: Routine
Inspection Summary:
`Checklist complete and in records for review.
'Last irrigation event recorded August 2005. Balanced.
`Facility needs to complete sludge survey and irrigation calibration by Sept 30, 2006.
TOC dated 3130105 and on site.
`Michael Griffin is OIC- cer# 18615
'Crop yields and stocking records were available for review.
'According to Mr. Griffin, lagoon clean -out conducted April 2005. Sludge is stocked piled on back side of corn field next to woods.
Told Mr. Griffin that inspector (SWCD) would get back with him concerning sludge being stock piled and land application.
21. Lagoon freeboard level recorded starting in Sept 2006. Due to lagoon cleanout, Mr. Griffin stated that lagoon freeboard levels
were to low to record until recent rain events in Sept 2006.
21, Missing initials for rainfall events greater than one inch and monthly waste structure inspections.
'Small grain overseed has been planted and starting to emerge.
Page: 2

Permit: AWS400094 Owner • Facility: Otis Griffin Facility Number : 400094
Inspection Date: 09/25/2006 Inspection Type: Operations Review Reason for Visit: Routine
Regulated Operations Design Capacity Current Population
Swine
Swine - Wean to Feeder 7,000 6,969
.Total Design Capacity: 7,000
Total SSLW: 210.000
X.11T.7lT.t�l1Rf1T1RI'!\
Type Identifier Closed Date Start Date Designed Freeboard Observed Freeboard
�agoon
1 10/19105
19.00
56.00
Page: 3

Permit: AWS400094 Owner - Facility: Otis Griffin Facility Number : 400094
Inspection Date: 09/25/2006 Inspection Type: Operations Review Reason for Visit: Routine
Discharges & Stream I acts Yes No NA NE
1. Is any discharge observed from any part of the operation? ❑ ® ❑ ❑
Discharge originated at:
Structure Q
Application Field ❑
Other ❑
a. Was conveyance man-made? ❑ ®❑ ❑
b. Did discharge reach Waters of the State? (if yes, notify DWQ) ❑ ®❑ ❑
c, Estimated volume reaching surface waters?
d. Does discharge bypass the waste management system? (if yes, notify DWQ)
Cl
®
n
❑
2. Is there evidence of a past discharge from any part of the operation?
0
®
❑
❑
3, Were there any adverse impacts or potential adverse impacts to Waters of the State other than from a
❑
®❑
❑
discharge?
Waste Collection, Storage & Treatment
Yes
No
NA
NE
4, Is storage capacity less than adequate?
❑
w
0
❑
If yes, is waste level into structural freeboard?
❑
S. Are there any immediate threats to the integrity of any of the structures observed (Led large trees, severe ❑ ® ❑ E l
erosion, seepage, etc.)?
6, Are there structures on -site that are not properly addressed and/or managed through a waste management ❑ ® ❑ ❑
or closure plan?
7. Do any of the structures need maintenance or improvement?
0000
8. Do any of the structures lack adequate markers as required by the permit? (Not applicable to roofed pits,
❑
®❑
❑
dry stacks and/or wet stacks)
9, Does any part of the waste management system other than the waste structures require maintenance or
❑
13
n ❑
improvement?
Waste Application
Yes
No
NA NE
10. Are there any required buffers, setbacks, or compliance alternatives that need maintenance of
❑
®❑
❑
improvement?
11. Is there evidence of incorrect application? ❑ ® ❑ ❑
If yes, check the appropriate box below.
Excessive Ponding? ❑
Hydraulic Overload? ❑
Frozen Ground? n
Heavy metals (Cu, Zn, etc)? ❑
Page: 4

9
Permit: AWS400094 Owner • Facility: Otis Griffin
Facility Number : 400094
Inspection Date: 09/25/2006 Inspection Type: Operations Review
Reason for Visit: Routine
Waste Application
Yes No NA
NE
PAN?
❑
Is PAN > 10%110 lbs.?
❑
Total P205?
❑
Failure to incorporate manurelsludge into bare soil?
❑
Outside of acceptable crop window?
❑
Evidence of wind drift?
rl
Application outside of application area?
n
Crop Type 1
Coastal Bermuda
Grass
wl Rye Overseed
Crop Type 2
Crop Type 3
Crop Type 4
Crop Type 5
Crop Type 6
Soil Type 1
Wagrarn
Soil Type 2
Soil Type 3
Soil Type 4
Soil Type 5
Sofl Type 6
14. Do the receiving crops differ from those designated in the Certified Anima! Waste Management
❑ ®❑
❑
Plan(CAWMP)?
15. Does the receiving crop and/or land application site need improvement?
❑ ❑
❑
16. Did the facility fail to secure and/or operate per the irrigation design or wettable acre determination? n ®❑
❑
17, Does the facility lack adequate acreage for land application?
❑ ® ❑
❑
18, Is there a lack of properly operating waste application equipment?
❑ ®❑
❑
Records and Documents
Yes No NA
NE
19. Did the facility fail to have Certificate of Coverage and Permit readily available?
❑ 13 ❑
❑
20. Does the facility fail to have all components of the CAWMP readily available?
❑ ® ❑
❑
If yes, check the appropriate box below.
WUP?
❑
Page: 5

• Permlt: AW5400094 Owner - Facility: Oils Griffin Facility Number : 400094
Inspectlon Date: 09125l2006 Inspectlon Type: Operations Review Reason for Vislt: Routine
Records and Documents
Yes
No
NA
NE
Checklists?
❑
Design?
❑
Maps?
❑
Other?
❑
21. Does record keeping need improvement?
®
D
❑
❑
If yes, check the appropriate box below.
Waste Application?
❑
120 Minute inspections?
❑
Weather code?
❑
Weekly Freeboard?
❑
Transfers?
❑
Rainfall?
❑
lnspections afters 1 inch rainfall & monthly?
Waste Analysis?
❑
Annual soil analysis?
❑
Crop yields?
❑
Stocking?
❑
Annual Certification Form (NPDES only)?
❑
22. Did tl)e facility fail to install and maintain a rain gauge?
❑
000
23. If selected, did the facility fail to install and maintain a rainbreaker on irrigation equipment {NPDES only)?
❑
❑
n
24. Did the facility fail to calibrate waste application equipment as required by the permit?
❑
In
❑
❑
25. Did the facility fail to conduct a sludge survey as required by the permit?
❑
M
Cl
❑
26. Did the facility fail to have an actively certified operator in charge?
❑
©
❑
❑
27. Did the facility fail to secure a phosphorous loss assessment (PLAT) certification?
Cl
❑
®
❑
Other Issues
Yes
No
NA
NE
28. Were any additional problems noted which cause non-compliance of the Permit or CAWNIP?
n
®
n
n
29. Did the facility fail to properly dispose of dead animals within 24 hours and/or document and report those
Q
0
Cl
❑
mortality rates that exceed normal rates?
30. At the time of the inspection did the facility pose an air quality concern? If yes, contact a regional Air
❑
®
Cl
❑
Quality representative immediately.
Page: 6

Permit: AWS400094 Owner -Facility: Otis Griffin
Facility Number: 400094
Inspection Date: 09/25/2006 Inspection Type: Operations Review Reason for Visit: Routine
Other Issues Yes No NA NE
31. Did the facility fait to notify regional DWQ of emergency situations as required by Permit?
32. Did Reviewer/Inspector fail to discuss review/inspection with on -site representative?
33. Does facility require a follow-up visit by same agency?
Q ® C1 ❑
❑®❑❑.
❑®❑❑
Page: 7

11
Permit: AWS400094 Owner - Facility: Olis Griffin
Inspection Date: 09/25/2006 Inspection Type: Operations Review
Technical Assistance
34• Waste plan revision or amendment
35, Waste plan conditional amendment
36. Review or evaluate waste plan w/producer
37. Forms need (list in comment section)
38. Missing components (list In comments)
39. 2H.0200 re -certification
40. Five & Thirty day Plans of Action (POA)
41, Irrigation record keeping assistance
42, Organize/computerization of records
43, Sludge evaluation
44, Sludge or Closure plan
45, Sludge removal/closure procedures
46, Waste structure evaluation
47. Structure needs improvement
48. Operation & maintenance improvements
49. Marker checklcalibration
50. Site evaluation
51. Irrigation calibration .
52. Irrigation system design/installation
53, Secure irrigation information (maps, etc.)
54. Operating improvements (pull signs, etc.)
55, Wettable acre determination
56. Evaluate WAD certification/rechecks
57. Crop evaluation/recommendations
58, Drainage work/evaluation
59. Land shaping, subsoiling, aeration, etc.
60. Runoff control, stormwater diversion, etc,
61. Buffer improvements
62. Field measurements (GPS, surveying, etc.)
63, Mortality BMPs
64. Waste operator education
65. Operation & maintenance education
66. Record keeping education
67, Croplforage management education
68. Soil and/or waste sampling education
69. PLAT Assessment
70. Other
Facility Number : 400094
Reason for Visit: Routine
Needed
Provided
n•
n
n
❑
❑
❑
❑
❑
❑
❑
n_
n_
❑
❑
n
n
n
-n
a
a
❑
❑
❑
❑
n
n
n
❑
❑
❑
n
n
n
❑
❑
❑
❑
❑
❑
❑
Page: 8

Permit: AW5400094 Owner • Facility: Otis Griffin Facility Number : 400094
Inspection Date: 09/25/2006 Inspection Type: Operations Review Reason for Visit: Routine
List Improvements made by Operation
Improvement I
Improvement 2
Improvement 3
Improvement 4
Improvement 5
Improvement 6
Page: 9

04/06/2005 14:39 2527474545 GRIFFIN
PAGE 02
Mr. David May
Division Water Quality
wasldvora, NC
Dr. I&. h1ay:
We ere requesting permission to populate our swine nursery loc-astod at 1610 t ffin Road in Snow Hill.
We are in the process of constructing 7000 musery spaces and btingins current lagoon sUwap up to new
standards. In a couple of weeks we will have one building, 2000 spaces ready for pigs, and lagoon
renovations will be more that SO'/o gompleta. Included are calculations for storage its the barn that is naarly
completed. These calculations &how there is 16 weeks of storage available or 2 nursery turns.
I thank you for your consideration in this matter
Sinn
Wffin & Griffin Swine Fmn

04/06/2005 14:39
MaV 17 05 12:56p
2527474545
GreC Swain
GRIFFIN
810-550-3540
SWAIN CONSULTING .SERVICES, 'M.
Mr. Obis Griffin
Griffin Swine Farm
1610 Griffin Road
Snow Hill, NC 28580
Dear Mr. Griffin:
PAGE 03
P.1
May 17, 2005
Per your interest in requesting temporary population of one swine nursery (2,000 head) prior to
completion of the lagoon, we have completed the following projection of available storage:
Volume of Waste Produced (one cycle):
Volume of Excess Water:
Total Estimated Volume per 7 week cycle:
3989 Cu. Ft.
2635 Q. Ft.
6624 Cu. R.
Available pit storage for one cycle is estimated based on existing pits as follows:
2 pits x 9'-6" wide x 250' long x 4' available storage depth: 19,000 Cu. Ft.
Duct precharge water 6" deep: a >
Total Available temporary storage: 16,600 Cu. Ft.
Based on the above estimates, sufficient storage is available In the existing building pits to store
generated waste and excess water use for approximately 2 cycles If required. Based on current
progress of lagoon Improvements, one cycle should be more than adequate to begin
discharging wastewater. Therefore, we Conclude that NCDENR Division of Water quality should
approve your request to populate the existing bullding prior to certification of the lagoon.
Sincerely,
R. Gregory Swain, P.E.
President
Enclosure: Temporary Storage Requirements from NRCS Lagoon Design Program
SWAIN CONSULTING SERVICES, INC.
150 CaWm Creak Lmry Clira ON NC 29329
To. [phone] Fax [phone] cmail gswain( ikedansystem,OW

04/06/2005 14:39 2527474545
May 17 05 12.SBp Grab Swain
J.:
5. TEMPORARY STORAGE REQUIRED
GRIFFIN
910-550-3540
DRAINAGE AREA:
Lagoon (top of clike)
( Length *Width) + Surface area of connecting waste faculty
0.0
0.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 0.0 square feet
Design temporary storage period to bo Hod to b e 49 days.
5A. Volume of waste produced
Feoes $ urine production in gal./day per 135 lb. ALW
Volume = 60000 Ibs, ALW1135 Ib W ` 7 alld
Volumes 29830 gals. or 390.7 cubic feet
58_ Volume of excess water
PAGE 04
P.
1.37
49 days
Volume = 402.3 gallons/day ` 49 days storagef7.48 gallons
per CF
Volume = j 2635J cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
49 days evaporation - 0.0 inches
49 days rainfall - 0.4 inches
Volume - 8A in ' DA 112 in. per it z
Volume = 0.0 in ' lagoon DA/12 irOft a
Volume = 0 cubic feet
0 cubic feet runoff
0 cubic rest evap_

farm #40-94
Subject: farm #40-94
From: Marlene Salyer <Marlene. Salyer@ nc mai l.net>
Date: Fri, 20 May 2005 14:40:38 -0400
To: [e-mail]
CC: DAVID MAY <[e-mail]>
Michael, as per our phone conservation (5-20-05), the Washington Regional office is granting your
request to temporary populate one swine nursery (2,000 head) prior to the completion of the lagoon on
the Griffin Swine Farm #40-94 in Greene County. This is based on the temporary waste storage
calculations provided by Swain Consulting Services, Inc. of which you sent us a copy dated May 17,
2005.
If after 8 weeks or one turn of pigs your lagoon is still not completed, gives us a call at the Washington
Regional office to discuss some options of dealing with the waste in the operating building.
If you have any questions please contact, Marlene Salyer at 252-948-3846 or David May at
252-948-3939.
Marlene D. Salyer
NCDENR-DW4--Aquifer Protection
943 Washington Sq. Mall
Washington, NC 27889
Phone: [phone]
Fax: [phone]
1 of 1 6/8/2005 9:01 AM

RE: farm #40-94
Subject: RE: farm #40-94
From: "Griffin, Michael" <Michael. Griffin@ psfarms.c om>
Date: Fri, 20 May 2005 14:46:19 -0400
To: "Marlene Salyer" <[e-mail]>
CC: "DAVID MAY" <[e-mail]>
Thank you, I will keep you up to date on progress.
-----Original Message -----
From: Marlene Salyer(mailto:[e-mail]]
Sent: Friday, May 20, 2005 1:41 PM
To: Griffin, Michael
Cc: DAVID MAY
Subject: farm #40-94
Michael, as per our phone conservation (5-20-05), the Washington Regional office is granting
your request to temporary populate one swine nursery (2,000 head) prior to the completion of the
lagoon on the Griffin Swine Farm #40-94 in Greene County. This is based on the temporary
waste storage calculations provided by Swain Consulting Services, Inc. of which you sent us a
copy dated May 17, 2005.
If after 8 weeks or one turn of pigs your lagoon is still not completed, gives us a call at the
Washington Regional office to discuss some options of dealing with the waste in the operating
building.
<!--[if !supportEmptyParas]-->
If you have any questions please contact, Marlene Salyer at 252-948-3846 or David May at
252-948-3939.
Marlene D. Salyer
NCDENR-DWQ-Aquifer Protection
943 Washington Sq. Mall
Washington, NC 27889
Phone: [phone]
Fax: [phone]
1 of 1 6I812005 9:01 AM

04/06/2005 14:39 2527474545 GRIFFIN PAGE 01
,�- pa7" q

SWAIN CONSULTING SERVICES, INC.
December 6, 2006
NC Division of Water Quality
Washington Regional Office
943 Washington Square Mall
Washington, NC 27889
Attention: Ms. Marlene Sadler
Re: Griffin Swine Farm (Certificate of Coverage No. AWS400094)
Dear Ms. Sadler.
At the request of Michael Griffin, I have visited the above referenced site to inspect the
deposited excavated material from the improved lagoons. The material in question, as
you have seen, lies between the edge of a cropped field and a wooded area, with no
nearby drainage features or surface waters. I estimated the material volume as
approximately 600 feet long x 14 feet wide x 2.5' high on average, or approximately
800 cubic yards.
The material that was placed in this area is a mixture of remaining sludge solids and
excavated clay/sandy clay material after all semisolid and liquid material that could be
handled was stored in one end of the new lagoon that had been completed (see top
picture attached). Mr. Griffin excavated trenches through the material cross-section in
8 places, and I estimate from my observations that no more than 25% of the total
material is sludge or sludge solids, and there appears to be no waste material of liquid
or slurry consistency that was deposited. Further, as can be seen in the 2 lower
pictures attached, which were representative of the trenches throughout, there were no
areas found with sludge material within 12 inches of the surface, and the soil excavated
with this material is mostly clay or sandy clay material. Therefore, there is little
potential for environmental risk due to movement of nutrients to surface or
groundwater.
Sincerely,
R. Gregory Swain, P.E.
President
LJ ��
DEC - 8 2006
�gASWNGIGN REGIONA,. OFFICE
DWG
SWAIN CONSULTING SERVICES, INC.
150 Cabin Creek bane Clinton, NC 28328
Tel. [phone] Fax [phone]W email [e-mail]

?o
SLUDGE CONTAINED AT COMPLETED END OF LAGOON
All
40
EXCAVATED TRENCHES IN DEPOSITED MATERIAL

�0F W A TF9p Michael F. Easley, Governor
�O William G. Ross Jr., Secretary
C
rNorth Carolina Department of Environment and Natural Resources
p 'C Alan W. Klimek, P.E. Director
Division of Water Quality
r -
AJ
±' I_ liJ�
March 30, 2005 t
MR. OTIS GRIFFIN
GRIFFIN SWINE FARM MAR ,3 20�� }
1610 GRIFFIN ROAD
SNOW HILL, NORTH CAROLINA 28580
Subject: Certificate of Coverage No. AWS400094___
..J
Griffin Swine Farm
Swine Waste Collection, Treatment, Storage and
Application System
Greene County
Dear Mr. Griffin:
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on January 18, 2005 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to Otis
Griffin, 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 Griffin Swine Farm, located in Greene County, with an animal capacity of no
greater than an annual average of 7,000 Wean to Feeder swine and the application to land as specified in
the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to Wean or
Farrow to Feeder operation, there may also be one boar for each 15 sows. Where boars are unneccessary,
they may be replaced by an equivalent number of sows. Any of the sows may be replaced by gilts at a
rate of 4 gilts for every 3 sows.
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please Ray careful attention to the record keeninf?
and monitoring conditions in this permit.
If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
NOCaro 'na
a`�`tura,
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: http://h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604
An Equal Opportunity/Affirmative Action Employer— 50% Recycled/10% Post Consumer Paper
Phone [phone] Customer Service
Fax [phone]
Fax [phone]

The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAG,2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Washington 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 Duane Leith at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG 100000)
cc: (Certificate of Coverage only for all cc's)
Washington Regional Office, Aquifer Protection Section
Greene County Health Department
Greene County Soil and Water Conservation District
Permit File AWS400094
APS Central Files

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O� \N ATF9 Michael F. Easley, Governor
Ota QG William G. Ross Jr,, Secretary
y North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P.E., Director
A 'C Division of Water Quality
March 11, 2005
MR. OTIS GRIFFIN
GRIFFIN SWINE FARM
1610 GRIFFIN ROAD
SNOW HILL, NORTH CAROLINA 28580
Subject: Application No. AWS400094
Additional Information Request
Griffin Swine Farm
Swine Waste Collection, Treatment, Storage and
Application System
Greene County
Dear Mr. Griffin:
The Animal Feeding and Operations Permitting and Compliance Unit has conducted a preliminary
review of the subject permit application package. Additional information is required before we may
continue our review. Please address the following items no later than April 10, 2005.
1. We have received your application for the state General Permit for animal Waste
Management Systems. Please provide a revised lagoon design specifying an emergency
spillway. The lagoon plans must show the elevation, location, dimensions, and construction
details for the spillway.
Please be aware that you are responsible for meeting all requirements set forth in North Carolina rules
and regulations. Any oversights that occurred in the review of the subject application package are still
the responsibility of the applicant. In addition, any omissions made in responding to the above items may
result in future requests for additional information.
Please reference the subject application number when providing the requested information. Two copies
of all revised and/or additional documentation should be signed, sealed, dated, and submitted to my
attention at the address at the bottom of the cover page of this letter. Please note that failure to provide
this additional information on or before the above requested date may result in your application being
returned as incomplete.
If you have any questions regarding this request, please do not hesitate to contact me at
[e-mail] or [phone]. You may also check the future status of this project online at
ht!p:/lh2o.enr.state.nc.us/bims/Reports/reportsPertnits.btmi. Thank you for your cooperation. - -
Sincerely,
Duane Leith
APS-Animal Unit
Cc: ScotfVinson, Washington_Regional.Office,.Aquifer Protection Section
R. Gregory Swain, PE, Swain Consulting Services, Inc.
APS-LAPCU Central File AWS400094
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: http://h2o.enr.state.nc.us 2728 Capital Boulevard Raleigh, NC 27604
MAR 14� 1
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Phone [phone] Customer Service
Fax [phone]
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An Equal Opportunity/Affinative Action Employer— 50% Recycled/10% Post Consumer Paper

.3 �,
AQUIFER PROTECTION SECTION APPLICATION REVIEW REQUEST FORM
Date: 1 /21 /2005
To: ❑ Forrest Westall, ARO-APS
❑ Paul Rawls, FRO-APS
❑ Rex Gleason, MRO-APS
❑ Ken Schuster, RRO-APS
® Jim Mulligan, WaRO-APS
❑ Rick Shiver, WiRO-APS
❑ Steve Mauney, WSRO-APS
❑ Debra Watts, CO-APS
Copies Sent to CO-APS: 2
Copies Sent to RO-APS: 1
® Distribute 1 Copies to RO-APS
From: Duane Leith, Aquifer Protection Section, Animal Unit
Telephone: [phone] Fax: [phone]
E-Mail: [e-mail]
A. Permit Number: Facility 40-94, never permitted, reactivation requested
B. Owner: Otis Griffin
C. Facility/Operation: Griffin Swine Farm
❑ Proposed ® Existing ❑ Facility ® Operation
D. Apulication:
1. Permit Type: ❑ CS (O&M) ❑ Surface Irrigation ❑ Reuse ❑ H-R Infiltration
❑ Recycle ❑ I/E Lagoon ❑ GW Remediabon (ND)
For Residuals: ❑ Land App. ❑ D&M ❑ Surface Disposal
❑ 503 ❑ 503 Exempt ® Animal
2. Project Type: ® New ❑ Major Mod. ❑ Minor Mod. ❑ Renewal ❑ Renewal w/ Mod.
E. Comments/Other Information: ❑ I would like to accompany you on a site visit.
Please provide a staff report (NDSRR) documenting recommendations regarding state permitting for this
facility. Thanks.
Attached, you will find all information submitted in support of the above -referenced application for your
review, comment, and/or action. Within 30 calendar days, please take the following actions:
For RO-APS:
® Return a Completed Form NDSRR. ❑ Attach Attachment B for Certification by the NDPU.
❑ Issue an Attachment B Certification from the RO*.
* Remember that you will be responsible for coordinating site visits, reviews, as well as additional
information requests with other RO-WQS and RO-GWS representatives in order to prepare a complete
Attachment B for certification. Refer to the RPP SOP for additional detail.
For CO-APS:
❑ Return a Memorandum with Permit Condition Recommendations.
When you receive this request form, please write your name and dates in the spaces below, make a copy
of this sheet, and return it the appro riate Non -Discharge Permitting Unit contact person listed above.
RO-APS Reviewer: Date: .2 2��s'
CO-APS Reviewer:
Date:
FORM: NDARR 09/02 Page 1 of l
,1AN25ZOu,5

AQUIFER PROTECTION SECTION REGIONAL STAFF- REPORT
Date: February 28, 2005 County: Greene
To: Aquifer Protection Section Central Office Permittee: Otis Griffin
Central Office Reviewer: Duane Leith Project Name: Griffin Swine Farm
Regional Login No: 40-94 Application No.: W 00
1. GENERAL INFORMATION
1. This application is (check an that apply): ® New ❑ Renewal
❑ Minor Modification ❑ Major Modification
N Surface Irrigation ❑ Reuse ❑ Recycle ❑ High Rate Infiltration ❑ Evaporation/Infiltration Lagoon
❑ Land Application of Residuals ❑ Attachment B included ❑ 503 regulated ❑ 503 exempt
❑ Distribution of Residuals ❑ Surface Disposal
❑ Closed -loop Groundwater Remediation ❑ Other Injection Wells (including in situ remediation)
Was a site visit conducted in order to prepare this report? N Yes or LJ No.
a. Date of site visit: February 23, 2005
b. Person contacted and contact information: none
c. Site visit conducted by: Scott Vinson
d. Inspection Report Attached: ❑ Yes or ® No.
2. Is the following information entered into the BIMS record for this application correct?
❑ Yes or ❑ No. If no, please complete the following or indicate that it is correct on the current application.
For Treatment Facilities:
a. Location:
b. Driving Directions:
c. USGS Quadrangle Map name and number:
d. Latitude: Longitude:
e. Regulated Activities / Type of Wastes (e.g., subdivision, food processing, municipal wastewater):
For Disposal and Injection Sites:
If multi le sites either indicate which sites the information applies to copy and paste a new section into the
document for each site, or attach additional pages for each site)
a. Location(s):
b. Driving Directions:
c. USGS Quadrangle Map name and number:
d. Latitude
Longitude:
II, NE WAND MAJOR MODIFICATIONAPPLICATIONS (this section not needed for renewals or minor
modi rcations skip to next section
Description Of Waste(S) And Facilities
1. Please attach completed rating sheet. Facility Classification: Animal - Swine 7,000 wean to feeder
2. Are the new treatment facilities adequate for the type of waste and disposal system?
FORM: Staff Report- Griffin Swine Farm 40-94

AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
® Yes ❑ No ❑ N/A. If no, please explain:
3. Are the new site conditions (soils, topography, depth to water table, etc) consistent with what was reported by
the soil scientist and/or Professional Engineer? ® Yes ❑ No ❑ N/A. If no, please explain:
4. Does the application (maps, plans, etc.) represent the actual site (property lines, wells, surface drainage)? ❑
Yes ® No ❑ N/A. If no, please explain:
5. Is the proposed residuals management plan adequate and/or acceptable to the Division. ® Yes ❑ No ❑
NIA. If no, please explain:
6. Are the proposed application rates for new sites (hydraulic or nutrient) acceptable?
® Yes ❑ No ❑ NIA. If no, please explain:
7. Are the new treatment facilities or any new disposal sites located in a 100-year floodplain?
❑ Yes ® No ❑ NIA. If yes, please attach a map showing areas of 100-year floodplain and please explain
and recommend any mitigative measures/special conditions in Part IV:
8. Are there any buffer conflicts (new treatment facilities or new disposal sites)? ❑ Yes or ® No. If yes, please
attach a map showing conflict areas or attach any new maps you have received from the applicant to be
incorporated into the permit:
9. Is proposed and/or existing groundwater monitoring program (number of wells, frequency of monitoring,
monitoring parameters, etc.) adequate? ❑ Yes ❑ No ® NIA. Attach map of existing monitoring well
network if applicable. Indicate the review and compliance boundaries. If No, explain and recommend any
changes to the groundwater monitoring program:
10. For residuals, will seasonal or other restrictions be required? ❑ Yes ® No ❑ N/A If yes, attach list of sites
with restrictions (Certification B?)
III. RENEWAL AND MODIFICATIONAPPLICATIONS (use previous section for new or maior moddfcation
s stems
Description Of Waste(S) And Facilities
1. Are there appropriately certified ORCs for the facilities? ❑ Yes or ❑ No.
Operator in Charge: Certificate #:
Backup- Operator in Charge: Certificate #:
2. Is the design, maintenance and operation (e.g. adequate aeration, sludge wasting, sludge storage, effluent
storage, etc) of the treatment facilities adequate for the type of waste and disposal system? ❑ Yes or ❑ No.
If no, please explain:
3. Are the site conditions (soils, topography, depth to water table, etc) maintained appropriately and adequately
assimilating the waste? ❑ Yes or ❑ No. If no, please explain:
FORM: Staff Report- Griffin Swine Farris 40-94 2

AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
4. Has the site changed in any way that may affect permit (drainage added, new wells inside the compliance
boundary, new development, etc.)? If yes, please explain:
5. Is the residuals management plan for the facility adequate and/or acceptable to the Division?
❑ Yes or ❑ No. If no, please explain:
6. Are the existing application rates (hydraulic or nutrient) still acceptable? ❑ Yes or ❑ No. If no, please
explain:
7. Is the existing groundwater monitoring program (number of wells, frequency of monitoring, monitoring
parameters, etc.) adequate? ❑ Yes ❑ No ❑ NIA. Attach map of existing monitoring well network if
applicable. Indicate the review and compliance boundaries. If No, explain and recommend any changes to the
groundwater monitoring program:
8. Will seasonal or other restrictions be required for added sites? ❑ Yes ❑ No ❑ NIA If yes, attach list of sites
with restrictions (Certification B?)
9. Are there any buffer conflicts (treatment facilities or disposal sites)? ❑ Yes or ❑ No. If yes, please attach a
map showing conflict areas or attach any new maps you have received from the applicant to be incorporated
into the permit:
10. Is the description of the facilities, type and/or volume of waste(s) as written in the existing permit correct? ❑
Yes or ❑ No. If no, please explain:
11. Were monitoring wells properly constructed and located? ❑ Yes or ❑ No ❑ NIA. If no, please explain:
12. Has a review of all self -monitoring data been conducted (GW, NDMR, and NDAR as applicable)? ❑ Yes or
❑ No ❑ NIA. Please summarize any findings resulting from this review:
13. Check all that apply: ❑ No compliance issues; ❑ Notice(s) of violation within the last permit cycle; ❑
Current enforcement action(s) ❑ Currently under SOC; ❑ Currently under JOC; ❑ Currently under
moratorium. If any items checked, please explain and attach any documents that may help clarify
answer/comments (such as NOV, NOD etc):
14. Have all compliance dates/conditions in the existing permit, (SOC, JOC, etc.) been complied with? ❑ Yes
❑ No ❑ Not Determined ❑ N/A.. If no, please explain:
15. Are there any issues related to compliance/enforcement that should be resolved before issuing this permit? ❑
Yes or ❑ No ❑ N/A. If yes, please explain:
FORM: Staff Report- Griffin Swine Farm 40-94 3

AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
IV INJECTION WELL PERMIT APPLICATIONS (Complete these two sections for all systems that use injection
wells, including closed -loop groundwater remediation effluent injection wells, in situ remediation injection wells, and heat
pump injection wells.)
Description Of Well(S) And Facilities — New, Renewal, And Modification
1. Type of injection system:
❑ Heating/cooling water return flow (5A7)
❑ Closed -loop heat pump system (SQM/SQW)
❑ In situ remediation (51)
❑ Closed -loop groundwater remediation effluent injection (5LP Non -Discharge")
❑ Other (Specify:
2. Does system use same well for water source and injection? ❑ Yes ❑ No
3. Are there any potential pollution sources that may affect injection? ❑ Yes ❑ No
What is/are the pollution source(s)? . What is the distance of the injection wells from the pollution
source(s)? ft.
4. What is the minimum distance of proposed injection wells from the property boundary? ft.
5. Quality of drainage at site: ❑ Good ❑ Adequate ❑ Poor
b. Flooding potential of site: ❑ Low ❑ Moderate ❑ High
7. For groundwater remediation systems, is the proposed and/or existing groundwater monitoring program
(number of wells, frequency of monitoring, monitoring parameters, etc.) adequate? ❑ Yes ❑ No. Attach
map of existing monitoring well network if applicable. If No, explain and recommend any changes to the
groundwater monitoring program:
8. Does the map presented represent the actual site (property lines, wells, surface drainage)? ❑ Yes or ❑ No. If
no or no map, please attach a sketch of the site. Show property boundaries, buildings, wells, potential pollution
sources, roads, approximate scale, and north arrow.
Infection Well Permit Renewal And Modification Only:
1. For heat pump systems, are there any abnormalities in heat pump or injection well operation (e.g. turbid water,
failure to assimilate injected fluid, poor heating/cooling)?
❑ Yes ❑ No. If Yes, explain:
2. For closed -loop beat pump systems, has system lost pressure or required make-up fluid since permit issuance
or last inspection? ❑ Yes ❑ No. If Yes, explain:
3. For renewal or modification of groundwater remediationpermits (of any type), will
continued/additionallmodifled injections have an adverse impact on migration of the plume or management of
the contamination incident? ❑ Yes ❑ No. If yes, explain:
4. Drilling contractor: Name:
FORM: Staff Report- Griffin Swine Farm 40-94 4

AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
Address:
Certification number:
5. Complete and attach Well Construction Data Sheet.
FORM: Staff Report- Griffin Swine Farm 40-94

AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
V EVALUATIONAND RECOMMENDATIONS
1, Provide any additional narrative regarding your review of the application.:
2. Attach Well Construction Data Sheet - if needed information is available
3. Do you foresee any problems with issuance/renewal of this permit? ❑ Yes ® No. If yes, please explain
briefly.
4. List any items that you would like APS Central Office to obtain through an additional information request.
Make sure that you provide a reason for each item:
Item
Reason
On the lagoon design, the emergency spillway
elevation has "(if planned)" marked. This
needs to be removed.
An emergency spillway is required for this
lagoon.
5. List specific Permit conditions that you recommend to be removed from the permit when issued. Make sure
that you provide a reason for each condition:
Condition Reason
6. List specific special conditions or compliance schedules that you recommend to be included in the permit when
issued. Make sure that you provide a reason for each special condition:
Condition Reason
7. Recommendation: ❑ Hold, pending receipt and review of additional information by regional office; ❑ Hold,
pending review of draft permit by regional office; ® Issue upon receipt of needed additional information; ❑
Issue: n Deny. If denv. olease state reasons:
8. Signature of report preparer(s):
Signature of APS regional supervisor
Date:
FORM: Staff Report- Griffin Swine Farm 40-94 6

AQUIFER PROTECTION SECTION REGIONAL STAFF REPORT
ADDITIONAL REGIONAL STAFF REVIEW ITEMS
FORM: Staff Report- Griffin Swine Farm 40-94

SSA/� i�� CONSUL T !";SIC SER ICES, ZINC,
January 6, 2005
North Carolina Division of Water Quality
Water Quality Section
Non -Discharge Permitting Unit
1617 Mail Service Center
Raleigh, North Carolina 27699-1617
To whom it may concern:
Mr. Otis Griffin, Griffin Swine Farm, owns swine facilities in Greene County, NCDENR
Facility Number 40-94. The facility is registered as, and at capacity operated as, a
1,000 head farrow to feeder pig operation (522,000 Lb SSLW). Local NRCS office was
unable to locate design documents for a portion of the waste treatment/storage
facilities, but one design for expansion from 1974 is included for reference, accounting
for 216,880 Lb SSLW. The farm currently operates under the threshold which requires
state permitting and now desires to upgrade existing lagoons and buildings to
accommodate 7,000 pigs wean -feeder (210,000 Lb SSLW).
All production facilities and lagoon structures are owned by Mr. Griffin, and proposed
land application fields have a signed ten year lease agreement attached to the
developed Nutrient Management Plan.
Mr. Griffin requests issuance of a General Permit based on existing facilities and
lagoons, with much lower animal density than previously operated. Production facilities
may be either renovated or new facilities constructed in the same area. An application
is included, along with all components of a CAWMP except items pertaining to the
Swine Farm Siting Act, since this is an existing facility.
Thank you for your consideration, and if you have any questions regarding the technical
or design aspects of the proposed updated facilities, please do not hesitate to contact
me.
Sincerely,
R. Gregory Swain, P.S.
President
JA N 2 5 2005
SWAIN CONSULTING SERVICES, INC.
150 Cabin Creek Lane Clinton. NC' 28338
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ANIMAL WASTE OPERATION
PERMIT APPLICATION PACKAGE
TABLE OF CONTENTS
MAPS
PREVIOUS DESIGN DOCUMENT
FACILITY SITE EVALUATION
GENERAL PERMIT APPLICATION
ANIMAL WASTE MANAGEMENT PLAN CERTIFICATION
LAGOON MODIFICATION DESIGN W/ SPECIFICATIONS
HAZARD CLASSIFICATION DATA SHEET
IRRIGATION DESIGN
NUTRIENT MANAGEMENT PLAN & SPECIFICATIONS
.EMERGENCY ACTION PLAN
INSECT CONTROL CHECKLIST
ODOR CONTROL CHECKLIST
MORTALITY MANAGEMENT METHOD CHECKLIST

AREA ROAD MAP
GRIFFIN SWINE FARM
1610 GRIFFIN RD
SNOW HILL, NC 28580
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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
May 17, 2000
Otis Griffin
Rt 4 Box 324
Snow Hill NC 28580
Suhject: Rating of Potential Risk
Inactive Waste Lagoons and Storage Ponds
Otis Griffin Fame
Facility Number 40-94
Greene County
Dear Otis Griffin;
During the 1999 session, the North Carolina General Assembly passed a law directing the North
Carolina Department of Environment of Natural Resources (DENR) to develop an inventory and
ranking of all inactive lagoons and storage ponds'in the State. In order to meet this directive, a
representative of DENR has recently evaluated the inactive lagoon(s) and/or storage pond(s) on your
property. Inactive lagoons and storage ponds were defined by the Statute as structures which were
previously used to store animal waste but have not received waste for at least one year.
The information collected on your property is contained in the attached field data sheets. Using
this field data, staff ranked your inactive waste structures as WSW, medium or low according to its
potential risk for polluting surface and/or groundwater. Your waste structures) was ranked as
follows:
Structure Number Surface &ea(Acres) Rankin
1 0.32 Medium
2 0.12 Medium
This ranking is based in part on the conditions existing on the day of the site visit. Changes in
these conditions or the collection and evaluation of additional data may modify the ranking of your .
waste structure(s) in the future.
Information on your facility along with over 1000 others contained in the inventory has been
provided to the General Assembly. During this year's session, the General Assembly will consider
additional requirements for future management of these structures which utay include requiring
proper closure of inactive lagoons and storage panda according to currant or alternative standards.
9Q ` a&Waaton So a v M&LL WasLington. Yorep Carolina 27389 :'eleohone (2•") 94t5-o9Y1 anx W2) 946-9215
AU 119=1 Opp4rtnuiry AMIJI wir4 AWaa dmployer SO% reereledAO% pat•comamb r paper �
r

Rating of Potential Risk
Inactive Waste Lagoons and Storage Ponds
Animal Waste Management. System
Page 2
Regardless of their ranking, owaers of all waste lagoons and storage ponds have certain
management responsibilities. 'these include taking appropriate actions to eliminate current
discharges, prevent future discharges and ro insure the stability of their structures. Staff of the
Division of Water Quality will be in contact with owners of 0 inactive structures that have been
determined to pose a serious environmental risk, based on its ranking and/or additional field data
collected by the Department.
All liquids and waste removed from these structures must be land applied at a rate not to exceed
the agronomic needs of the receiving crops. Any major modifications made to the dike walls or
structure must be done in accordance with current standards and under the direction of a technical
specialist designated for structural design. Your local Soil and Water Conservation District is sn
excellent source for information and guidance related to proper waste application practices, strtictum
operation and maintenance, and other related animal waste management standards and/or
requirements. ,
Nothing in this letter should be taken as removing from you the responsibility and liability for
any past or future discharges from your lagoon(s) and/or storage pond(s) or for any violations of
surface water or groundwater quality standards.
Thank you for your cooperation and assistance in this process. If you have questions. concerning
your inactive structures, please contact the staff of either in the Division of Water Quality or the
Division of Soil and Water Conservation in the Washington Regional Office at [phone].
Sincerely,
ROGER THORPE FOR
JIM MULLIGAN
Jim Mulligan
Water Quality Regional Supervisor
cc: Greene County Soil and Water Conservation District Office
Facility File

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NC Farm N o. 6 0 UN I TID STATES AII'APT1i EDIT OF ACRI (' �
g'' s Soil -Conservation Service 1,�i1J i ' V -
Before Starting Excmraticn
PLAN Check for Underground Utilities
of ! �y�777�
EXCAVATED F.10,x3 POND
f r SCD
Farm dame NO' ACP Date
L ENG TH
/!
\ SIDE SLOP[ TO 1 `
�Q
{�CL\ -AVE. TOP ELEV. Q�
w I \ 4 --- ----- MID SECTION
Fj/ \ a
�3! BOTTOM ELEV. (I
LENGTH f
i is 11
u^Cv
VolLvie cubic yards _ acre .feet
Berms feet, (mi.nimiun 12" unless the spoil is spread)
Surface Area acres (if more than 0.25 acres "Impow-iiii.ng Permit"
is requirect)
Pond Use % (Ar0o ,,.J
Voli.tme ACI' Cost Sharing cubic yards
Soil 1)rpe—
i depth (area of top) t (area of bottom) t ('Ix area midsection
Volume
in Cu. Yds. — 27
13. M . Description
L'1 ev. .
usoe-ses-Toni WOny}i. rEx. ms
Dis z-ri iltion:
.I coI)y to fariner
1 copy to 5arm Ilan Folder

�--1 United States Naturai
� ��01ecer-ment of Fescurc:es
.=.y� c:.:iture Ccrts2rlGticrl
�e^IICr
NC-CRA-17
Rz/. 1, Z-:-e
L CC MICN
LOC�IiO(Y DAi.�
TDIS'r.INCE --ROM `Fr--� , RESMEtiC= NCT OW,`(= BY nQDL'CZ'_R.Z ' = , - F—I
DLS TIiNCC EOM `rZA-IZS + ?tjZUC ; ACy 1 : ( cal. r,=uca. ) - Fr -
IS Srr_ WTr-.Mr IOo.Y' AZF LOCO ?L.ALN7
Y Na
If; es, VACS = at provide assistance -
ES Z17c AT LEAST IQO 7T. rr• CV A "3L'uc =r*, E' ?S=ZNNTAL 5 I -Mr A.M?
YFS � Ya
If ac, sits must be raioczted.
LSS1 L Wri:MT I al- ZCMNOlLRTS0ICTICNCFAXL-,
Y'.S_: ' NO
If yes, landowner Should consult with Iocal zoning board about rrquired
permits. Permit: must be abtaimed prior to design approval.
ARE L iiL'T�5 W CCNSIMUC ICN AREA?
Y-= NO ='
If yes, sea Rare N3 of the National Fngineeemg Manual and follow polity
(Copies of mans or other reference matariais may be attached to site
eraluadatt.)
W L Sric INVOLVE C'-.F-AR YG WL<ODLV\M OR iXYNCN-CRCPLAZM7 ` = No!
If yes, producer must camplete Farm lYRC5-4Z A-38 (Request far Ce.-lifted
Wetland DetermirmdonlDeiln.eaticn). J
WILL AC:'ICN RMILr N SWtIOWSUS-1240 YES NO '?
IF WETL 4NVZ AR : ilN 7CL'=. rr IS 7Fr- .IM?ONSiBrLT': OFT-AE ODUMITO CON ACr t�'Ei US ARMY C08.° OF
LIM WE=S AND T:M IJrMION OF zVVULCMf=,MAL.VMAGt'?..� TO 0ETI l ZF?—STUOMARr REQUII=.
IF WETZANDS AlZ ZI VCi.?ID, -1?2 ?.%C0rjC= 5HCUL 7 NOT CL. ARANY L AbM UMM A WF7LA lD DEL1.7F�7iON I
IS MADE.
MRCS will provide techo;.irsl assistant* in wetlands anly under the following coadidous. For natural wetland
inclusions less thaa aae acre in sizs, MRCS will provide assistsnc only if the unctions and values lost are May
mitigated For natural wetinads greater than. one acm in sae, MRCS wM provide assistance only after a
rigorous sequencing process to include avoidaaca, minimixa ciao of mpacm, aad compensatory midprioa is
c=rried out in that order of orefereoce.
ODOR CONTROL
HAS ODOR CON i-RLOL BE( i)iSC*,1= WFid PRODUCE*:
• PR,e.D(].tL�id.�fi WCMDIR£C ION? YES_„ NO
• ?9YC3ARGLVG C�CCON' �: s`:ri'N.ii3 TC A7L!;Y,- Ir- NO
CF ZLT-: C.APAC.T i
i OF °N��'

r---
R-=J. 1, L-sa
Page ?
OT3`c.�Z L`f�/`uRO`{1LE:f'iai. F�.0 {ORS
;
:5z--\ MANCER 1.NVCR S?_C.:SRASrl.LT?.Q£Sr:Yi? Y...SNO
FS .a DESICNA-L= NA7: a AI. SCZ:,aC A.x—fCLUDE]' C4-Lz-- ?LAN-�4Z10 AF-CA01
WZZ. ?Lv`-KE-0 A=CNS L.C' = ON AN AI)IAC-N'i NAi JRAL SC-I.N= AREA?
LN FS AN ARCH- L..^GZCAL. 0 R =, 0 RICASI L -" FCC 2, T= . raw '...�,`!NL M ATLC--k? Y S , 'IC
A L- 7 --Z ?_RZAF- L71fIQGF, SirlT-z CR LCCAL--Y ae--R7L L-4T FkR-.LL�LNMS IN Ter. Y=- NO ,
Q?SRA LNG L-,47
WIL' %-i- AC -ON REZZ=.Y TN SODBLS �ZG? YES � ,to
If the answer to any of the above is ycs, ?'iRCS will not provide teanical
usistanc= unless =enc'r DoUcc., is followed.
r
DOES ?RO0UC~R Ow-, F ?wNOUCa "NT) TO PRCPC-:LL.Y U %M APPLY ALL WA=z. Y"rS ; f0
LNCUj-0a4G 30UGH SLUDGE ILAZ' CNL.': BE AP?r -F-01 IDfFREQLT-VIA..:
IFNO, DGES ?RCDC:CM iRXVE AC_...¢e TO'[ORE i. %M? YES NO
Ls L-,ND LS NOT AWN=- BY ?ROCUC�� CAN ?QOD[7C3 AG tom` ON LAND YES NO
CN WMCHTO APPLY WAS:,.?
(A=ch Frsste UtiIiz=tioa Plan to site evaluation.)
SOIL IPfVZ=(;ATICtf - VAL M ONLY IF SOIL. LYVFSTIGA"nON
SE1Z= AnAC=
LS SDI. n=ABLZ- : GR LACCO17
M A IZNEIR~QUM=?
TYPE OF LZimTa BEUS=.
IF C!Ar LNER IS TO BE TJ=. IS SLT AEt= CL AY AVALL.S B -- ON
Sr
LF CL-LYTS ; OT AVAII.. SU ON S=I, DOES L-Q=WN L.tLkVE
ACC 5S TO CLkY7
Is A CCRE TRE 4Ci ?-CQCIM=7
(A=ch soil investigation sheet to site armhtntiom)
IS SU"SSLI RFACE nRAPi F -= ?3£SL-L M
(If yes, the must be removed or giuggeu7
YFZ �f0
CLAY. BZ:MN=Z S'fY7HZ-7-IC
YSS krr/ Na __..
YES � Na _
YES NO l f
Y-cS 'No 'k .
-SrL-z APPROVED YES Na CONDCiTaNAL
'rM S1TE i IGATION IS VAIN FOR TWTLVE NAONTIES FROM THE DATE SHOWN BELOW. IF CONS -ItU 04,
HAS NOT BE--rN STARS ram. WTrz-M4 TWELVE M0` THS. ANEW SITZ DMES-kIC =CN WIL BE REQU=.1
SIG'NATrME 0ATc
v C.7anue in the fool or state law or change= in Lhe stnadard =uld =uire a new site investigation.

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS d N ORIGINAL)
General Permit -
New or Expanding Animal Waste Operations
This application is for new or expanding facilities only. The design portions of the Animal Waste
Management Plan (AWiNIP) Certification Form, Part II, must be included with this application
prior to the application being accepted as complete.
THIS ONLINE APPLICATION CAN BE FILLED OUT USING
THETAS S KEY TO MOVE THROUGH THE FIELDS>
Application Date:
1. GENERAL INFORMATION:
LI Facility name: Griffin Swine Farm
1.2 Print Land Owner's name. Otis Griffin
1.3 Mailing address: 1610 Griffin Rd
City: Snow Hill State: NC Zip: 28580
Telephone Number: ( 252) 747-2142
1.4 County where farm is located: Greene
1.5 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): From Snow Hill, Hwv 58 west: _left on SR1214 (Griffin_
Rd), Site approximately 1.5 miles on right.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Premium Standard Farms
?. OPERATION INFORMATION:
2.1 Facility No: 40. •— 14
2.2 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.
Tvpe of Swine No. of Animals Type of Poultry No. of Animals Tvpe of Cattle No. of Animals
® Wean to Feeder 7,000 ❑ Layer ❑ Dairy
❑ Feeder to Finish ❑ Non -Layer ❑ Beef
❑ Farrow to Wean (* sow) ❑ Turkex
❑ Farrow to Feeder (.m sow)
❑ farrow to Finish (� sow')
Other Type of Livestock on the farm: No. of _Inintals:
FORM: AWO-G- NEW or EXP. 7/7/99 Page 1 of 5

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 17.0 Required Acreage (as listed in the AWiv1P): 12.53
2.4 Number of Lagoons: 1: Total Capacity: 452,208 Cubic Feet (ft3); Required Capacity:445,402 (ft3)
Number of Storage Ponds: ; Total Capacity: (ft3). Required Capacity: (ft3)
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to each
item. Applicants
Initials
3.1 One completed and signed original and two copies of the application for General Permit - j
Animal Waste Operations;
32 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is disposed; "1
3.3 Three copies of the Certified Animal Waste Management Plan (CAWMP). If the facility does
not have a CAWNIP, it must be completed prior to submittal of a general permit application for
animal waste operations. The CAWivlP must include the following components: =�
3.3.1 MRCS Site Evaluation Form NGCPA-17 or equivalent.
3.3.2 A hazard classification of the proposed lagoons, if required.
3.3.3 Documentation showing that proposed swine facilities meet the requirements of the Swine Farm Siting Act
' including a site map prepared by a Registered Land Surveyor. The scale of this map shall not exceed 1 inch =
400 feet. At a minimum, the site map shall show the distance from the proposed houses and lagoons to
occupied residences within 1500 feet, schools, hospitals, churches, outdoor recreational facilities. national
parks, state parks, historic properties. or child care centers within 2500 feet, property boundaries within 500
feet. water supply wells within 500 feet. The map shall also show the location of any property boundaries, and
perennial streams or rivers located within 75 feet of waste application areas.
"w 3.3.4 Documentation showing that all adjoining property owners, all property owners who own property located
across a public road, street, or highway from the facility. the local health department, and the county manager
or chair of the county board of commissioners if there is no county manager, have been notified by certified
mail of your intent to construct or expand a swine farm at this location.
3.3.5 A wetlands determination.
3.3.5 A map showing the topography of the proposed facility location showing features that affect facility design, the
dimensions and elevations of any existing facilities, the fields used for waste application, and areas where
surface runoff is to be controlled.
3.3.6 The lagoon/storage facility design.
3.3.7 Proposed runoff control measures, if required.
3.3.8 Irrigation or other land application method design.
3.3.9 The Waste Utilization Plan (WUP) must include the amount of Plant Available Nitrogen (PAN) produced and
utilized by the facility.
3.3.10 The soil series present on every waste disposal field.
3.3.1 1 The crops grown on every waste disposal field,
3.3.12 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.13 The PAN applied to every waste disposal field.
3.3. l4 The waste application windows for every crop utilized in the WUP.
3.3.15 The required NRCS Standard specifications.
3.3. 16 Emergency Action Plan.
3.3.17 Insect Control Checklist with options noted.
3.3.18 Odor Control Checklist with options noted.
3.3. l9 Mortality Control Checklist with options noted.
3.3._0 Documentation proving this facility is exempt from the Moratoria on Construction or Expansion of Swine
Farms, if the application is for a swine facility.
FORM:.,> -- ','D-G-NEW or EXP. 7/7/99 Page 2 of

=IUVJ
Ifvour CAW%-IP includes components not shown on this list, please include the additional
components with your submittal.
4. Surface Water Classification. This form must be completed by the appropriate DWQ regional office
and included as a part of the project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow
toward) in which this animal waste management system will be constructed must be determined by the appropriate DWQ
regional office. Therefore, you are required, prior to submittal of the application package, to submit this form, with
items I through 7 completed, to the appropriate Division of Water quality Regional Water Quality Supervisor (see page 5 of
5). At a minimum, you must include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which
shows the location of this animal waste application system and the downslope surface waters in which they will be located.
Identify the closest downslope surface waters on the attached map copy. Once the regional office has completed the
classification, reincorporate this completed page and the topographic map into the complete application form and
submit the application package.
4.1 Farm Name: Griffin Swine Farm
4 2 Name & complete address of enaineering firm or technical specialist:
Swain Consulting Services, Inc.
150 Cabin Creek Lane
Clinton, NC 28328
Telephone number: (910 ) 590-2703
4.3 Name of closest downslope surface waters: Naltunta Swamp
4.4 County(ies) where the animal waste management system and surface waters are located: Greene
fS Map name and date:USGS Topographic, Stantonsburg Quadrangle As��N't'CA'R"'���ii�
4.6 NC Professional's Seal (If appropriate), Signature, and Date: �$S/00'/�9'=
TO: REGIONAL WATER QUALITY SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has been
constructed or field located, as identified on the attached map segment(s):
Name of surface waters: '/l ,? •4-c . _ - AA , :,U �< t !,�+-
Classification (as established by the Environmental Management Commission): L- icy N,3 Uv
Proposed classification, if applicable: i? _
SignatUre of regional office personnel: � i _: 4-.r=- ,��•_,l-�/ -1.• (lLJL`�,
(Ail attachments musr be signed)
FORM;(: AWO-G-NEW or EXP. 7/7/99 Page 3 t> `"
r

0 0.1 0.2 0.3 0.4 0.5 km "
0 0.09 C).13 a._, t).26 0.45 mi
Map center is 3,51 '-9' 56"N, 77° 45' 49"W (WGS34/NAD83)
Stantansburg quadrangle
Projection is UTM Zone 18 NAD83 Datum
http://�",vti�--. tol)ozone.cotiii'pri iit. asp?z=18&n=3931870.999;4604&e=249335.99981947(�--s=24&si... 10/27/200=

5. APPLICANT'S CERTIFICATION:
I, r7 's L ,}, (Land Owner's name listed in question 1.2), attest
that this application for _ , r.: : ,,,, (Facility name Iisted in
question 1.1) 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.
1
Signature _ti, <,J1 �>��: a Date
6. MANAGER'S CERTIFICATION: (complete only if different from the Land O%vner)
1, (Manager's name listed in question 1.6), attest that
this application for {Facility name listed in
question 1.1) has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required
parts ofthis application are not completed and that if all required supporting information and attachments are not included, this
application package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-NEW or EXP. 7/7/99 Pago 4 of 5

DIVISION OF WATER QUALITY REGIONAL OFFICES (7/99)
Asheville Regional WQ Supervisor
59 Woodfn Place
Asheville, NC 28801
[phone]
Fax [phone]
Avery
Macon
Buncombe
Madison
Burke
McDowell
Caldwell
Mitchell
Cherokee
Polk
Clay
Rutherford
Graham
Swain
Haywood
Transylvania
Henderson
Yancey
Jackson
Fayetteville Regional WQ Supervisor
Wachovia Building, Suite 714
Fayetteville, NC 28301
[phone]
Fax [phone]
Anson
Moore
Bladen
Richmond
Cumberland
Robeson
Harnett
Sampson
Hoke
Scotland
Montgomery
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Rockingham
Alleghany
Randolph
Ashe
Stokes
Caswell
Surry
Davidson
Watauga
Davie
Wilkes
Forsyth
Yadkin
Guilford
Washington Regional WQ Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie
Lenoir
Camden
Martin
Chowan
Pamlico
Craven
Pasquotank
Currituck
Perquimans
Dare
Pitt
Gates
Tyre II
Greene
Washington
Hertford
Wayne
Hyde
Mooresville Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander
Lincoln
Cabarrus
Mecklenburg
Catawba
Rowan
Cleveland
Stanly
Gaston
Union
Iredell
FORM: AWO-G-NEW or EXP. 7/7/99 Page 5 of 5
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh, NC 27611
[phone]
Fax [phone]
Chatham
Nash
Durham
Northampton
Edgecombe
Orange
Franklin
Person
Granville
Vance
Halifax
Wake
Johnston
Warren
Lee
Wilson
Wilmington Region. WQ Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick New Hanover
Carteret Onslow
Columbus Pender
Dupl in

Animal Waste JIana,2ement Plan Certification
Rjease r:cw fir cnnt ail infor-matio ; sat does not r_ouire , sisnatu ,
f Existing or New or Expanded (please circle oce)
General Information:
'tia�-?ze of raz- �- .y C-,'„ f- - ..ti Facility tip: --
t�.
Pl1Cri� N;0: f 4
Farm Locarion: County Far:: is Iocated in: 6 r2 ~
Lailiude and Lonaatude: :�6`
Please attach a copy oi= a county road nap with location ideriti led ar.d describe below Be soecir,c: road
names, directions, milepost, etc.):
Operation Description:
Type of Swine No. or Animals
7j Wean to Feeder 7 f? i-'C
Z] Feeder to Finish --�^
:_s Farrow to Wean
Ct Far;ow to Feder
Farrow to Finish
C1 Gilts
.D Boars T
E.pan&ng, Opermian Only
Previous Design Caoacn,:
T%pe of Poultn, No. of.4rir7.als
Laver
G Von -Laver
Type of Be -,F No_ of .Animals
• Brood
© Feeders
Ca Stock:!rs
Other Type of Livesrock.-
Aeciricnal Design Cavac:rti"
Acreage Available for Application: Acreage
Type of Dairy t`ro. of Animals
G ?V[ilking
❑ Dry
0 l=e:rers
J Calves
Number of Animals'
Total Desivr Capacin�-
Number- of Lagoons / Scoras c Ponds: 1 Total Cspacity: Cubic Feet (ft-)
Are subsurface drains present on the farm: YES or N (please circle one)
If YES: are subsurface drains present in the area of the LAGOON! or -SPRAY FIELD (please circle one)
*mac �c?c �e �c�:c*:F*:K �e x:x:k�:!eaex�esxxXc�xaeacxxxacss'K ae�xx:cxzacxac ae;c �e ar �e �: aX���r*'x�cY*�x��erxxx�ex�c ae �x�e :px�x �s�
Owner / Mana-er Agreement
I (we) verify that all the above infc,-ration is c;rect and will be,updaled upon changing. I (we) understand the operation and
maintenance procedures estabiishcd in the approved animal waste management pian for the farts named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage
sysiern.ar construction of new facilities will repuire a new certification to be submitted to the Division of Water Quality
(DWQ) before the n-r%v animals are stocked. I (we) understand that there must be no discharge ai animal waste from the
storage or appiicinon syste-n to su^ace waters of the state either directly through a man-made conveyance or from a storm
event.[ess severe than che'S-v-.a . Ze--hour storm and the.--- must not be run -Off Irom the application of animal waste. I (we)
understand that run-o;f of pollutants from lounaina and heavv use areas must be minim;
z4d using technical standards
developed by the liSD.L�-`iatumf Resources Conservation Service (NRCS). T-ne approved plan will be riled at the farts and at
the office of the local Saii and ',Aater Conservation District. I (we) know that any modification must be approved by a
technical specialisr and submitted to the Sail and Water Conservation District prior to implemcntatten. A change in land
Gtivnershto r.couir--s wTtE .. i Ct:i:C'.:C, :C D. VQ'37;i 17?1.v :i::ic.:Gon (i -1.2 zc roved _zlzn is ch2mztc) wills ^.'.i js -�f :i
u:ie transfer.
N:ime o[ Land Owner-:
Signature: L — r!_'.,'�- Date:_
Name Ot �Wansc,er (ir 1."... OM OkVIIEi,i: - -
Signature: Date:

Technical Specialist Certification
LAs a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant to 15A
NCAC 6F M05, I certify that the animal waste management system for the farm named above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Water Quality as specified in 15A
NCAC 2H.0217 and the USDA -Natural Resources Conservation Service and/or the North Carolina Soil and Water
Conservation Commission pursuant to I5A NCAC 2H.02I7 and 15A NCAC 6F .0001-.0005. 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 Certification of Design
A) Collection. Storage, Treatment_ system
Check the appropriate box
D Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
New, expanded or retrofitted facility (SD)
Animal waste storage and treatment structures, such as but not limited to collection systems, lagoons and ponds,
have been designed to meet or exceed the minimum standards and specifications.
Name of Technical Specialist (Please Print):
Affiliation J _- Date Work Completed:
Address (Agency): /.Sr, C_ a: C, ,_ ,'` [- _��r:� .ti .yc �� 7.1,)'Phone No. lf� "7c --Z ic" ,
Signature: `�' - t Date:
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):
Affiliation �. :.. L.,, s l:', i .�: Date Work Completed: 4� /Z- 7/,0 4-
Address (Agency): t o �- L.� (r ti 1,- =_'i - f' Phone No.: ifs .? 7v
Signature: L -- 1, Date: t ✓r4:
C) Runoff Controls from Exterior Lots
Check the appropriate box
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 NRCS.
Name of Technical Specialist (Please Print):
Afiliation Date Work Completed:
Address ( Agency): _ T Phone No.:
Signature: _ Date:
AWC -- December 5, 2000 2

D). ADPlication and Handling Equipment
Check the appropriate box
Existing or expanding Facility with existing waste application e uipment (WUP or 1)
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).
New, expanded; or existing, facility without existing waste application_eQuipment for spray irrigation. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan
at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applications
has been established; required buffers can be maintained; calibration and adjustment guidance are contained as part
of the plan).
U New, expanded, or existing facility without existing waste aovlication equipment for land spreading not using sprav
irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan: (proposed application equipment can cover the area required by the plan
at rates not to exceed either the specified 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):
Date Work Completed: 9i5%•�
Address (Agency): IS-) c:..c1,:., C:: --, �- �--.1;; , �I c;. =i_Phone No.: 3 r0
Signature: `� T,- _ _ —�
!�: �. Date:_ LZ 1 4
E) Odor Control. Insect Control, Mortalitv Management and Emeraencv 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 Management
Practices to Control Insects have been selected and included in the waste management plan. Both the Mortality
Management Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Name of Technical Specialist (Please Print): 't'_r.-,
Affiliation Date Work Completed:.,�`:�
Address (Agency): G. �.� t --/ 47_.; Phone No.
Signature: - �'. _,? _ .. ..,Date: ! =-/ c a -o
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21, 1996. If the facility was built before June 21, 1996, when was it constructed or last expanded/ � % Y
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 NCCS 106-805. A copy of the notice and a list of the property owners notified is
attached.
Name of Land Owner:
Signature: Date:
Name of Manager ;if different from owner):
Signature: Date:
A W C -- December 5, 2000 3

III. Certification o, f Installation
A) Collection. Storage. Treatment Installation
New, ex anded or retrofitted facility (SI)
Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existin; facilities without retrofits, no cerhfcation is necessary.
Name of Technical Specialist (Please Print):
Affiliation - Date Work Completed:
Address (Agency): Phone No.:
Signature:
B) Land Application Site (WUP)
Date:
The cropping system is in place on all land as specified in the animal waste management plan.
Name of Technical Specialist (Please Print);
Affiliation Date Wort: Completed:
Address (Agency): Phone No.:
Signature: Date:
C) Runoff Controls from Exterior Lots (RC)
Faciliry with exterior lots
Methods to minimize the run off of pollutants from lounging and heavy use areas have been installed as specified in
the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation Date Work Completed:
Address (Agency): Phone No.:
Signature: Date:
D) Application and Handling Equipment Installation (WDP or I)
❑ Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration
and adjustment materials have been provided to the owners and are contained as part of the plan.
❑ Animal waste application and handling equipment specified in the plan has not been installed but the owner has
proposed leasing or third party application and has provided a signed contract; equipment specified in the
contract agrees with the requirements of the plan; required buffers can be maintained: calibration and
adjustment guidance have been provided to the owners and are contained as part of the plan.
Name of Technical Specialist (Please Print):
.off liation
.Date Work Completed:
Address (Agencv):� _ _ _ _ Phone No.:
Signature: Date:
AWC -- Decem;,er S, 2000 4

E) Odor Control. Insect Control and_Mortality_ Manaaement(SD. ST. WUP. RC or 1)
Methods ro control odors and insects as specified in the Plan have been installed and are operational. The
morality management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist (Please Print). -
Affiliation
Address (Agency):
Signature:
ate Work Completed:
Phone No.:
Date:
Please return the completed form to the Division of Water Quality at the following address:
Department of Environment and Natural Resources
Division of Water Quality
ikon -Discharge Compliance & Enforcement Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the local Soil and Water Conservation District Office and to keep a copy in
your files with your Animal Waste Management Plan.

Operator: County:
Date:
10/27/04
Has the site evaluation been completed & approved:
_..
1. AVERAGE LIVE WEIGHT (ALW)
sows (farrow to finish) x
1417 lbs. =
0
lbs
sows (farrow to feeder) x
522 lbs. =
4
lbs
? head (finishing only) x
135 lbs. —
0
lbs
sows (farrow to wean) x
433 lbs. =
0
€bs
head (wean to feeder) x
30 lbs. =
210000
lbs
Describe other :
0
lbs
Total Average Live Weight = 210000 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 210000 cubic ft (includes
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
0 cu. ft. add. treat. vol.)
Volume = :: _-::`_.+; cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---------------------
440.0
Inside top width (feet)----------------------
119.0
Top of dike elevation (feet)-----------------
47.50
Bottom of lagoon elevation (feet)------------
34.50
Freeboard (feet)-----------------------------
1.00
Emergency spillway depth of flow(feet)-------
0A0
Side slopes (inside lagoon)------------------
2.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
WIDTH DEPTH
2.0 2,0 2.0 2.0 436.0
115.0 12.00
AREA OF TOP
LENGTH * WIDTH =
436.0 115.0
AREA OF BOTTOM
LENG-1 H .k WIDTH }67-0
=
50140 (AREA OF TOP)
Saab (AREA OF SCTTCM)

AREA OF �iMIDSECTION
LENGTH * WIDTH* 4
412.0 91.0 149968 (AREA OF ,IMIDSECTION * 4)
CU. FT, = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEP7H/6
50140 149968 25996 2.00
Total Designed Volume Available = 452208 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
( Length -K Width ) + Surface area of connecting waste facility
440.0 119.0 0.0
52360.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area,
TOTAL DA 52360.0 square feet
Design temporary storage period to b riod to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 210000 lbs. ALW/135 lbs. ALW =1� 1.37 gal/day 180 days
Volume = 383600 gals. or 51283.4 cubic feet
5B. Volume of excess water
Volume = . -,. gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 33880.0 cubic feet

5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 0.0 inches
180 days rainfall = 8.4 inches
Volume = 8.4 in * bA / 12 in. per ft. = 36652 cubic feet runoff
Volume = 0.0 in * lagoon DA/12 in./ft = 0 cubic feet evap.
Volume = 36652 cubic feet
5D. Volume of 25 year 24 hour storm 7.0 in.
Volume of "Heavy Rain" 7.0 in.
Volume = inches / 12 inches per foot .* DA
Volume = 61087 cubic Feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A.
51283
cubic feet
5B.
33880
cubic feet
5C.
36652
cubic feet
5D.
61087
cubic feet
5E.
0
cubic feet
TOTAL
182902
cubic feet

6, SUMMARY
Temporary storage period____________________> 180 days
Rainfall during wettest period of storage===> 8.4 inches
Evaporation during storage period=====_-____> 0.0 inches
25 year - 24 hour rainfall__________________> 7.0 inches
Heavy rain=====__________________________= 7.0 inches
Freeboard________________________________ 1.00 feet
Side slopes_______________________________= 2.0 : 1
Inside top length=====______________________> 440.0 feet
Inside tap 119.0 feet
Emergency spillway elevation(if pla erin d _= _> 46.50 feet
Top of dike elevation_______________________> 47.50 feet
Bottom of lagoon elevation=====_____________> 34.50 feet
Top of sludge elevation==== ___ __ ____________> 36.40 feet
Total required volume=====__________________> 445402 cu. ft.
Actual design volume=====___________________> 452208 cu. ft.
Seasonal high watertable elevation (SHW T)===> 39.60 feet
Stop pumping elev.__________________________= 42.35 feet
Must be > or = to the SHWT elev.==-=______> 39.60 feet
Must be > or = to min. req. treatment el.=> 40.50 feet
Min. Required treatment volume=====_________> 210000 cu. ft.
Volume at stop pumping elevation=====_______> 210011 cu. ft.
Start pumping elev._________________________> 45.20 feet k
Must be at bottom of F.B. & 25 yr. rainfall & heavy rain
Act, vol. less 25 yr, and heavy rainfall====> 391121 cu. ft.
Volume at start pumping eievation=====______> 388877 cu. ft.
Required volume to be pumped===_____________> 121815 cu. ft.
Actual volume planned to be pumped=====_____> 126152 cu. ft. k
Min, thickness of soil liner when required==> 1.3 feet
7. DESIGNED BY: APPROVED BY:
R. Gregory Swain, P.E. R. Gregory SwaiiY,'P.E. �1 •AR,.
Swain Consulting Services, Inc. Swain Consulting Services, Inc.
DATE: DATE: DATE:SEAL
r _ S L
NOTES: New dimensions based_ on_combininq existing 2 laaocns after removina existin
li uid and sludge. Based on $oli auger borings and, perimeter backhoe test pits,
suitable clay mat'l is in place and/or exists onsite for lining. Side slopes
and.tottoms to be_reoaired andr'or excavated to design deaths and undercut and
c!av !ined where required. All -.vccdv . e^�taticn to I.:e ~err v torn banks,

126
—�- MIN. 12' WIDE BERM, TYP.
TOP ELEV. 47.5
EXISTING LAGOON
INSIDE TOP
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• 16415 _
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SWAIN CONSULTING SERVICES, INC.
150 CABIN CREEK LN. CLINTON, NC
/ 910--590-2703
GRIFFIN SWINE FARM
LAGOON MCDIFICATION DESIGN
DATE: 12/6/04 1 SCALE: 1 " = 100'

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US State Plane 1983 Scale 1 in : 100 ft GRIFFIN.cor
North Carolina 3200 N 0 150.0 7/21/2004
NAD 1983 (Cones)-
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US Survey Feet inmMe.

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SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction equipment shall travel in a direction parallel to the main
axis of the fill. Clayey soils shall be compacted with a "sheepsfoot"
or tamping roller. Compaction of the fill material shall be in accord-
ance with the specified requirements for compaction and moisture.
For the embankment, use the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE :,<<X-1 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONST RUC i 1ON. 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
[Kai &1'111014 -1vI& ►1L4
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 DRAINS
When specified, the contractor shall construct an observation trench
along the entire length of the embankment to a minimum of five feet
in depth. The trench shall have a bottom width adequate to accomodate
the equipment used for excavation, backfill, and compaction operations
SHEET 3 OF 3
and the side slopes shall be 1:1 or flatter. When the drains are
encountered, the the shall be removed to a minimum of 15 feet beyond
the downstream embankment toe as measured perpendicular to the
embankment. If a tile 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 pnished 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.

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 Teaching.
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.
7. The attached waste utilization plan shail be foilowed. 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 39.62 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 37.20 , This temporary
storage less 25 yr and heavy rain contains 149751 cubic feet or
1120139 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.
S. 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.

SEEDING SPECIFICATIONS
AREA TO BE SEEDED: 1.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
60.0 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
40.0 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 SAHIAGRAS5 IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8

1.kZAJRD CLASSIFICATION DATA SHEET FOR LAGOONS
Landowner 6-; S County CC# `.2-e e—
Community or Group No
Conservation Flan No
Estimated. Depth of Water to Top ofDam ' Ft. Length of Flood Pool z4c Ft.
Date of Field Hazard Investigation
Evaluation by reach of Bood plain downstream to the point of estimated minor eFect from sudden
dam failure.
Reach
Length
Width
Slope
i
Land
Use
Kind of
Improvements
Est.. Elev.
Improvements
Above Flood
Plain
EsL Elev.
of Breach
Floodwater Abov
Flood Plain
FL
Ft-
�%'u
f
�
F t.
I F+
1
?
I
I
�
1
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach
A1J �aT l7Ac �a,� Loss or Li«
Hazard Classification ofDarn &b, c) (see-,NE-',vi-Par 5`'0.? l)
Dam Classx;"ion (L ,(N, V)
By P. c
(aamej
Concurred By
foamzj •, � 1 (tstl�)
{� GTE: i . Lnstructicns on reverse side-
j t*�ac �ddit.onaI sheets aE needec+.
Date !34
Date

LEGEND
r C 270' DIA.
SPRAY PATTERN
---- -TRAVEL LANE
DITCH
BUFFER SETBACK
FIELD BORDER
• y ROAD
NOTES:
1. IRRIGATION LAYOUT BASED ON NEW MAPPING BY DESIGNER USING SUBMETER
CAPABILITY GPS EQUIPMENT.
2. LAYOUT AND SPACING BASED ON 1.08" RING OPERATED ® 60 psi, AND USING
90% OF MFR'S PERFORMANCE DATA. EFFECTIVE WETTED DIA=270', VANE SPACING
= 190' FOR 70% LANE SPACING.
3_ MAX TRAVEL LENGTH = 950' BASED ON REEL HOSE LENGTH OF 980'.
4. OWNER WILL USE EXISTING 6• PORTABLE ALUMINUM PIPE FOR SUPPLY LINE. rl
OPERATOR MUST INSPECT ALL JOINTS FOR LEAKS AFTER STARTUP.
5. OPERATOR DUST MANAGE APPLICATIONS TO REMAIN IN ACTIVE CROP AREAS.
NO LAND APPLICATION DURING RAINFALL, FROZEN GROUND, OR WIND > 5 mph.
+
SEAL _
1E3415
AIB
FNCINZ��•
wunsut►u►►
if
6
SWAIN CONSULTING SERVICES, INC.
503 UNDERWOOD ST. CLINTON, NC
_ ~ — 910— 590-2703
~ OTIS GRIFFIN FARM
IRRIGATION DESIGN
DATE: 8/2/04 1 SCALE: 1 " = 200'

EFFECTIVE WETTABLE ACREAGE FOR
OTIS GRIFFIN IRRIGATION LAYOUT
PULL
TYPE
PULL
LENGTH
IEFFECTIVE
IWIDTH
MIDDLE
ACRES
START
END
TOTAL
PER PULL
FIELD TOTALS
1A
NE70
322.0
200.0
1.48
0.39
0.00
1.87
4.00
1B
NE70
380.0
200.0
1,74
0.39
0.00
2.13
2A
NE70
950.0
193.0
4.21
0.39
0.29
4.89
1 8.53
2B
INE70
950.0
149.0
3.251
0.39
1 0.00
1 3.64
TOTAL: 12.53 ACRES
NOTES: 1, PULL LENGTHS TAKEN FROM DRAWING BASED ON GPS GENERATED MAP,
2. WETTED ACREAGE FOR START ENDS AND STOP ENDS ARE TAKEN FROM CAWMP WETTED ACREAGE
FOR NEW SYSTEM TABLES FOR 70% SPACING (190- LANE SPACING, 270- WETTED DIA. USING NELSON SR150
GUN W/ 1.08" RING NOZZLE @ 60 psi, AND USING 90% OF MFR WETTED DIA).
3. OPERATOR MUST TAKE PRECAUTIONS AND OBSERVE IRRIGATION EVENTS TO PREVENT RUNOFF FROM
OVERAPPLICATION, SPRAY DRIFT, ETC, APPLICATION SHOULD NOT OCCUR IN OVER 5 mph WINDS
OR ON FROZEN OR SATURATED SOILS.
4. OPERATOR MUST VERIFY REQUIRED SETBACKS AND MARK TRAVELER LANES TO ENSURE ACCURATE APPL.
5. TRAVEL LANES MUST BE LOCATED AND INSTALLATION CERTIFIED BY DESIGNER OR
CERTIFIED IRRIGATION DESIGNER,
6. SYSTEM SHOULD BE CALIBRATED AND OPERATED TO DESIGN SPECIFICATIONS, OR DESIGN MUST BE
MODIFIED TO ACCOMMODATE CHANGES.
CALCULATIONS BY:
SEAL
• 16415
Ilrl
y
Sighed/ Date

BER K E L E Y P U M PS
TYPE "B" RATING CURVES
ENGINE DRIVE
CURVE: ;-8
DATE 1
PAGE
SUPERSEDES
Curve d117 Pace 0.51
Dated 9.1-88
ca..: Mal.h.I C,_, P.n. No.
L-1026 Mach-"N
L-1026 VARIOUS A.P.Y.
lmP.Il.e ; M,Ln■I C . I . Pan. Ne.
M-1302 Mach. No.
M-180 2 Ola. 9" full T.0 S. L. m. I,aaa .al.r .I
/�
Maximum V'iOf SIRC?f�P9�L'lo...:.`z
P..�1
ea. —I a0' F . '
141 �2
I L. 30
0�
I
r
j
..
.. - «I __.---=
fl
5b% 55b
,60 Ib
z I". 3200 RPDp maxiknum
I
_I
U . .I
i
I 2 ' I I I
K —'26 •-R:.—.._...___................
.... ..I _.
__.. ..... .. _. —._
_...... ------ _.._ .....-. _...... Y
0RPM _
K 150
.
_...
RPM!
!
........... .Zoob-
.....
--- .... _..,
.E
L
pp I ... �":.. i.
50
:...
pT -.«_ __..._.. _...
-- .._.__...._..._._......r ..._...__
- ....__....... -- - - ---
`!
.:: TDSL
1
25 ;" # 20'
15' } 10 r • 51 i...::.. .:_ ..,. } TosL
,-
_ ..
...
0 50 100
150
200 250 300
CAPACITY
IN U.S. GALLONS PER MINUTE
C-8610 sae.a. T-1355
Svoarseces C-8576
D.,.o 4-17-80 O.I. 8-18-80 MODEL82ZOM
Caaa: M.I-W C.I. P.N.N.. L-3482 Mach.Nc L-3482 VARIOUS R.P.Y.— �aa
I.PNlar; Malariol C.I. Pan. N.. m-5059 Macn.No. M-6915 OIa. 10-7/16" full T.0-S, L. I-Fl e-.I.r al
..a ...I ac, F. —
.,,.Maximum �4js2C.:S1[7K...1v.X �S.S.LILT...:.1Q...'.�..........._. ..........,..........__.__- 20
f N'S ki`
,
• Mead..: � � • E . i .... r •� r .. ., � 0�
607
I400 .._.324_11 arts,- r1 59 : IMexm IiI I i
ru
350...3000 RPM I ... 1,.. I :. I ..................
a �..:2800 "RPM
S 300 E ... ' _.....
_.W..........
i 2 50 « _.... _.. , .. I .---
x f- - ...� - �........ f
200 _...._
I r�
s
150
i
r
loa-•- _�._ ..... _. _ _....
.._. _
.......�. :::.#.'::':. j `2D' TDaL I :.. I „".{ os
0 100 2C0 300 400 500
CAPACITY IN U.S. GALLONS PER MINUTE
C-8573 a..aocn T-3753 ....e.. C-8513 o.l-I 7-31-79 G,,, 12-3-80 'MODE! B2 E Q H H

9 1 N C E 1 9 5 2
50
Y E A R S 0 F
C V f, C I I C A, e- r-
Sol -
all
11w
AL - AN
THE,CADMAN TRAVELLER'D""'I"FFERENCE
strength... simplicity..... dependability
k7,

RUGGED FRAME
The lower frame is constructed of heavy viall
3 x 6 inch tubing. The upper trame is
constructed of mainly 3 x 5 inch tubing. The
use pf steel tubing gives ail Cadman Travellers
higher torsion strength than typical I-beam
constructions.
TURNTABLE
All Cadman Travellers are equipped with
ball -bearing turntables. With multiple locking
positions and a centrally located lock pin,
positioning of the Traveller is made simple
and easy.
HEAVY-DUTY DRUM
The one-piece drum core is made from 3116'
steel plate for continuous support. Cadman
oversizes its core diameter to prevent stress
on the hose, promoting longer life and easier
wrapping of the hose. With reinforcing ribs
and welded construction, the Cadman drum is,
by far, the strongest in the industry.
LONG-LASTING DRUM BEARINGS
The drum bearings are constructed of high
strength lubricated nylon. Virtually maintenance -
free, these bearings will provide years of
trouble -free service. The real advantage,
however, is the ability to maintain oversized
plumbing on the inlet side of the drum, giving
you maximum efficiency. Competitors usually
bottleneck the inlet so they can keep the cost of
the ball bearing they use down.
HIGH QUALITY HOSE
Cadman Travellers use only the best quality
hose available. Our polyethylene hose is
manufactured to ASTM and CSA standards for
rough fiefd use and long life.
LARGE PLUMBING
Large 4' diameter plumbing is used on the reel
to reduce pressure loss. Each elbow uses
2 pounds per square inch. The Caeman
Traveiler has far fewer elbows than useo by
others. We have no bottlenecks of smaller
pipes and hoses. Our Traveller is not a
pipetitter's nlghtmarel It is designed to utillze
p;essure to its fullest advantage in order to
operate the reel easily and maintain an e;,crgy-
efficlent irrigation system.
POSITIVE TRACTION CHAIN DRIVE
All Cadman Travellers are driven by a
single No. 80 chain, running aver the
large diameter of the drum on traction
pins. This gives Cadman the advantage
of maximum torque amplification vs. smaller
laser -cut sprockets used by others. By putting
less straln on the drive system, less power is
needed to rotate the drum, therefore giving
you maximum efficiency.
HEAVY-DUTY CRANK DOWN
STABILIZERS
As standard equipment, the Cadman 3000,
3250 and 3500 come with crank down
stabilizer legs. The easy -to -use telescopic jacks
are built to Cadman's specifications for rigid,
trouble -free operation. As an option, hydraulic
stabillzers can be installed.
ENGINE DRIVE
The Cadman engine drive system loses
"0" P.S.I. because it is self-contained and
separate from the fluid irrigated, whereas
pistons, bellows or turbines lose 5 to 20 PS;.
This loss has to be overcome by a pump
running harder. These other systems usually
result in using less mainline or a smaller gun
nozzle in order to keep the pump pressure
within operating maximums.
TRANSMISSION
A wide speed range is achieved in Cadman's
engine drive system by using a combination of
drive and driven variable speed pulleys and a
clutch reduction transmission. Simply turn the
knob to adjust the drive pulley to the desired
speed and engage the transmission lever.
There is no need to change gears to achieve a
specific speed. As well, an alternate PTO wind -
In is incorporated into the transmission. Very
clean and easy to operate?
AUTO STOP
When the gun cart reaches the reel, a simple
device activates two safety switches. If one
switch fails, the second takes over, ensuring
maximum safety for you and the machine.
HOSE BUILD-UP SAFETY
If the hose guide malfunctions for .ny
reason. a safety switch is activate.,
by the speed compensator to shut
off the engine. This prevents the nose
from miswrapping and crushing itseit.

BRAKE
A disc brake ensures that proper tension is
applied to the drum when unwinding the hose.
This prevents recoil when the tractor comes to
a stop at the end of the puil. When fully
applied. the Traveller can then be moved safely
from field to field without concern of recoil.
EASY -TO -READ SPEEDOMETER
All Cadman Travellers are equipped with an
easy -to -read speedometer, displaying the hose
retrieval rate.
ACCURATE HOSE INDEXING
Cadman's hose guide system keeps the
polyethylene hose in Its place accurately and
efficiently. With its rugged design,
maintenance is kept to a minimum.
FEEDER HOSE
A standard 4' x 25' hose is supplied to connect
the Traveller to your mainline. As with
everything else, Cadman uses the best quality
high pressure hose and clamps.
GUN AND CART
An appropriate sized quality gun is standard.
Cadman offers a choice of three different carts
for the 3000, 3250 and 3500, For low crops or
manure application, a 28' clearance cart is
available. For medium height crops we have a
46" clearance cart and for high crops a 62'
clearance cart is available. These rugged carts
are made of steel tube construction. Based on
three wheels (no skids), the carts have variable
width adjustment to fit the plant rows. Riser
extensions are also avaiiable as an option for
orchard applications.
OPTIONAL FAST HITCH TOOL BAR
As an option, anv single axle Cadman Traveller
can oe fittea with a pintle Hitch ano supplied
with a fast hitch tool bar for our tractor.
Making your work easier, a pin on the toolbar
fits through the pintle hitch and lifts the tongue
of the Traveller. By simply operating the
tractor's 3-point hitch control, the Traveller can
be moved from field to field without ever
getting off the tractor.
TOP VIEW OF CADMAN MECHANICAL
CAM DRIVESPEED COMPENSATION
HOSE
MAIN DRUM CHAIN - ,x SPEED
COMPENSATION BAR
REDUCTION BOX DISC BRAE
ILTERNATE P.T.O. /
WINDUP /.i�fi
4 HP. HONDA ENGINE I
I PULLEY SET
DRIVE DISCONNECT CABLE DRIVEN CAM
HlVHDLE
HANDWHEEL SPEED
CONTROL CABLE ADJUSTMENT
HOSE SPEED COMPENSATION
The Cadman MECHANICAL CAM DRIVE HOSE
SPEED COMPENSATION SYSTEM has simplified
the task of very accurately compensating the hose
retrieve speed for the increase in drum diameter
as hose is rewound onto the drum.
Here's how it works. A sensor bar, riding against
the hose as it winds onto the drum, operates a cam
on the variable speed drive pulley by way of a cable.
As the cam rotates, the pulley pitch is adjusted just
enough to accurately compensate for changes in
hose speed over the entire retrieve cycle. The result
is an even application from beginning to end!
s�'y y
y'•
�Ea�
���,
n

y1x'.:•N, � r. r :fit oti ^ �^ �f� a * v" r 3: i ''t - ,x
a� �, �.:� r~ .�....t, - s � a �•1*�
:s.__ .�..;r,l'^�,ur rn ._ri,_ :icJ�1i9`'�F.:�r;�:'.'gi �YY.E. n. �+'-1.w+���'%s�sr-� 1 .Pc -c. rvs.. tom',. ..Ys� a., ,t. �+i - L ]�. �#.;c 3�. ._.�.�ti. k' �,. .+m_... Lr r.!•....a�S': � �aq#i' i•
Model
Hose
Hose
Input P.S.I.
Gun
Flow Rate
Lane
Acres
Time to Apply
Time
1.D.
Length
at Traveller
P.S.I.
GPM
Spacing
per Pull
1 inch acre
per Pull
130
85
200
263'
9.0
2.3 hr.
20.7 hr.
3000
3.011
1075'
130
75
225
271'
9.3
2.0 hr.
18.6 hr.
WIDE BODY
150
85
245
275'
9.5
1,8 hr.
17.1 hr.
150
75
265
280'
9.6
1.8 hr.
16.3 hr.
130
85
260
280'
8.8
1.7 hr.
15.0 hr.
f 3250
3.2511
975'
130
75
290
283'
8.9
1,6 hr.
14.2 hr.
WIDE BODY
150
85
315
294'
9.3
1.4 hr.
13.0 hr.
150
75
345
300'
9.4
1,3 hr.
12.2 hr.
130
85
325
300'
9.0
1.4 hr.
12.6 hr.
130
75
365
310'
9.3
1.2 hr,
11.2 hr.
3500
WIDE BODY
3.5"
925'
150
85
400
320'
9.6
1.1 hr,
10.5 hr.
150
75
430
330'
9.9
1.0 hr.
9.9 hr.
See your irrigation representative about Cadman's complete line of irrigation products.
Power Units Capfari Water Pumps Aluminum Pipe and Fittings PVC Pipe and Fittings Manure Pumps
Cadman Power Equipment Limited, whose policy is one of continuous Cadman Power Equipment's 50 years Of leadership and
improvement, reserves the right tc change specifications. design or prices without experience in design and manufacturing stands behind every
incurring obligation. Cadman Traveller produced.
JAIL� ,SIC ' i K
r.
man
�.i • �.Vk�Gi'L, IG�dr9ltrOn�.i�FCF :d: - .

.1..:��Ila�ar ■rAi�■■��lf�v0 ViV1����*
..i3?eril:istir.Sn.�...5?k.�i{fs*.`..,:, .zr'j"N',?'�+�.'4,'C% .
;aprari pumps are known world-wide for their quality
.onstruction, reliability, and high efficiency. For these
easons Cadman has teamed up with Caprari to
)rovide you with these high quality products.
:adman has seven different single stage models to
,ffer, from 50 GPM to 1300 GPM. These pumps are
.vailable in bare and fitted forms. Bare pumps are
upplied with counterflanges, gaskets and bolts. Fitted
umps come complete with a heavy duty two wheel
art, PTO shaft, liquid pressure gauge, priming check
alve, hand primer and NPT thread for the suction port
MEC D3/50
400
HEAD
FEET
350
300
250
so
40
H.P.
30
J.S. 100 200 300
,.P.M.
MEC D2/40
I I I I I I NPSH I I I Ixoi
I I I I I I I I I I 1 I I I I:oi
I I I I ! 40 { �45
501 I : I I I I I I
I^ 340
I I
I I
I I
I I 5a I
HEAD
+ I FEET
300
I
I I
I
i
I
I
I
260
III
IIII
IIIIIII►I
I
I
l
I
I
I
I
I
1240
I
I
I
I
I
I
I
I
! 220
40eOR�MiMPE1LERJ
I
I
I
I
Gd,AR
oX
1:7.I43
54lRPg
25
I
I
I
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jI
I
I
I
A
I
I
I
j
I
I
H.R
20
II
I
I
15
II!I
I
I
II
II
10
I
III
I
5
U.S. 50 100 150 200
G.P.M.
All pumps come with the discharge port facing horizontal
left (when standing behind suction side). Upon request,
they can be rotated to vertical or horizontal right.
MEC D3/65
I
N
N
�o
e 380
B I
i 50
5 60
65
66
360
!
0%
I
I
I
I
I
71
I
I
34D
I
I
I
72
I
320
HEAD
I
FEET
200
I
260
3400
rl�M
I
PE
EA
GEAR
1'�OX
1: 6.23
e
540
�ll
RPIq
I
i
B
240
50
11
III
1
III!I
I
I
I
I I
I
P.
H
30
+n
+
1J
U.S. 10D 150 200 2S0 30D 350 400 450 500 550
G.P.M.

�GIES°T'A[aiE T113A TOR DF�i11ENPL=JF
.. .. .. � ,� .. ..� ...... v.X �.r.ii6,ru �..mv
MROM
mom.-NMI
KNIMIN
EMMMMIMIMIWIII
MENEM
IMMINIMMOMMI
�s■�N■�NNN�
Single and two -stage pumps are constructed from
close grained cast iron. The balanced impellers have
two replaceable wear rings for each impeller. A heavy
duty step-up gear box has hardened helical spur gears
running in oil. Unlike other pump companies that use
chromed steel for their pump shafts. Caprari only
uses high grade stainless steel. The two shafts are
supported by high quality bearings. A simple stuffing
box seal is incorporated with a replaceable chromed
steel shaft bushing. -

For overall efficiency, nothing compares to Caprari's fine
of multiple -stage PTO pumps. With five different models
to choose from Cadman can fine tune the perfect pump
for you. Multiple gear box ratios and the ability to trim
impellers makes this possible. For those rough, hot
summer days, Caprari has incorporated a cooling coil
constructed from stainless steel.
MEC - DMR80 - 3/2
HEAD
MMMMMIMMMMM
FEET
200
785
570
58
142
729
114
H.P.
MEN
IOU
EM"
90
I
BO
70
c0
50
140
U.S. 100 300 500 700 800
G.P.M.
As an option, all Caprari pumps can have a 12 volt
power primer installed.
(Also available as a
portable unit).
Power
Primer
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The two and three -stage horizontal shaft centrifugal pumps are equipped with oversized supports and bearings to
provide superior coupling dependability for connection to a gasoline or diesel engine.
All pumps are flanged for SAE 3 engines, however, adapter rings are available for SAE 1, 2 and 4 engines. Pumps
are composed of a suction cover, flow directing bladed diffusers, volute shaped casing, bearing housing, grey cast
iron impellers, stainless steel shaft and external carbon steel tie bolts to securely fasten the pump assembly.
MEc - MG80/2
450
HEAD
400
FEET
350
300
IN 250
200
N. P.
s00
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60
70
60
50
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Two replaceable wear rings are provided for each impeller. The shaft is supported by two oil lubricated roller bearings.
Three -stage pumps incorporate an additional support for the shaft in the form of a bronze journal bearing located
in the suction cover, equipped with a mounting bracket. The pump shaft is protected by a replaceable, chromed
steel sleeve which is situated in the packing gland area.
See your irrigation representative about Cadman's complete line of irrigation products.
Cadman Travellers Power Units Manure Pumps Aluminum Pipe and Fittings PVC Pipe and Fittings
Cadman Power Equipment Limited, whose policy is one of continuous
imorovement,reserves the right to change specifications, design or prices without
incurring obligation.
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Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Otis Griffin Farm
Otis Griffin
NC
1.0-27-2004
This plan has been developed by:
R. Gregory S'lMin, P. E.
Sivain Consulting Services, Inc.
j03 Underwood St.
Clinton, NC 28328
910-5 90-2703
f
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specia(st Signature Date
H...tiARO,.,,�a
i yt,'il
554670 Dailasi Vers4o{}�� '
GORY-.., ov
Dare Printed: i0-27-2004 Cover Page I

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5
Swine Nursery Lagoon Liquid waste generated 1,33 7,000 aalshrear by a 7.000 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
3079
Incorporated
5289
Injected
58244
Irrigated
3347
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Voltlme Surplus/
Deficit (Gallons)
Year I 1
3.347
3934
-587
1,571,569
-234,569
Note: in source 1D. S means standard source. U means user defined source.
" Max. Available PAN is calculated on the basis of the acruai application method(s) identified in the plan ibr this sottrc
554679 Database Version 3.1 Dare Printed: 10-37-2004 Source Pa,e 1 of 1

The table shown below provides a Summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useabl
a
Leaching
Index (L1)
Soil Series
Crop Sequence
RYE
101
IA
2.60
1.87
NIA
Waeram
Small Grain Oversced
1.0 Tons
Hybrid Bermudaurass I -lay
5.4'i'ons
101
113
2.90
2.13
N/A
Waeram
Small Grain Overseed
1.0 Tons
Hybrid Bermudasrass Hay
5.4 -Pons
I01
2A
6,50
4.89
NIA
Waeram
Small Grain Overseed
1.0 Tons
Hybrid Bermudaerass Hay
5.4 Tons
101
2B
5.00
3.64
NIA
Waeram
Small Grain Overseed
I.0'1'ons
Hybrid BermtidaQrass Hav
5.4'1'ons
PLAN TOTALS: 17.00 12.53
U
Porential Leaching
Technical Guidance
2
Lacy potential to contribuue to aotuble
None
nutrient leaching below the root
>= 2 &
;StI?Iderate potential to contribute to
Nutrient Management (590) should be planned.
<= to
soluble nutrient leaching Nx low the
Foot zone.
High potential to contribute to
Nutrient Management (590) should be planned. Other conservation practices that
soluble nutrient leaching below the
improve the soils available water holding capacity and improve nutrient use
> l0
root zone.
efficiency should be considered. Examples are Cover Crops (340) to scavenge
nutrients. Sod -Based Rotations (328), long -Term No -Till (7781, and edge -of -field
practices such as Filter Strips (393) and Riparian Forest Buffers (391).
j 5 4 6 7 9 Database Version 3j Date Printed 1012 71'2004
PCs Nee I of I
NOTE: Symbol * means user entered data

The Waste Utilization table shown below summarizes the waste utilization play for this operation. This plan provides an estimateofthe nimiherofacres of
cropland needed to use the nutriel►ts being produced. The plan requires consideration ofthe realistic yields ofthe crops to be grown, their nutrient requirements
and proper timing ofapplications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate ofthe nitrogen amount being supplied by manure
or other by-products, commercial fertilizer and residual from previous crops. An estimate of the quarltityof solid and liquid waste that will be applicd on each
field in order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applies
is included in the table to ensure that the plan adequately provides for the utilization ofthe manure generated by the operation.
Waste Utilizalion Table
Year I
'Tract
Field
S rnIFCC
III
Soil Series
'total
Acres
Use.
Acres
Crop
RYE
Applic,
Period
Nitrogen
PA
Nutrient
Req'd
(lbs'A)
Comm.
Ferl.
Nutrient
Applied
(lbs'A)
Res_
Ibs'A)
Applic.
Method
Munure
PA
Nulrienl
Applied
(lbs/A)
Liquid
Manure
Applied
(acre)
Solid
Nlantrm
Applied
tacrel
Liquid
Ninimre
Arplic•,I
(Iirld)
Solid
Manure
Applied
Ilie Id)
N
N
N
V
I000
8011A
fnns
10n0 Pals
Irms
101
I A
SS
Wagnun
2.60
1.87
Small Grain Overseed
1.0'rons
1011-3131
50
0
0
Irrig.
50
19.97
0.(m
37.35
0.00
MI
IA
S5
Waerrru
2.60
1.87
11vbrid Bennudagrass Ilay
5.4'rons
M-9/30
264
0
0
Irrig.
264
105.45
0.011
147.20
0.00
101
1B
S5
Wagram
2.90
2,13
Small (trainOverseed
1.0'170ns
1011-3/31
50
0
0
Irrig.
50
19.97
0.00
-12.54
0.00
101
111
S5
Wagrant
290
2.13
hybrid 13crmudagrass I lay
5.4 Tons
311-9/30
264
U
0
Irrig.
264
105.45
0.00
22.1.61
0A0
Ill I
2n
S5
Wagrrnl
6.50
4.89
Small Grain Overseed
1.0 Tons
1011-3/31
SU
0
0
Irrig.
50
19.97
0,00
97,06
0.00
101
2A
S5
Wagram
6.50
4.89
Hybrid nennudegrass I lay
5.41'ons
3/1-9/30
264
1)
0
1 Irrig,
264
105.45
0.p1
115.66
O.(10
101
213
S5
Wagram
5.00
3.64
Small Grain Overseed
I.O Tons
1011-3/31
50
0
0
Irrig.
50
19.97
O.IIU
12.70
0.00
101
211
SS
Wngrnm
5.00
3.04
1lybrid Bermudaetass Flay
5.4'rons
3/1-9130
26.1
0
0
Irrig.
264
105.451
0.00
3,93.85
0.00
'Filial Applied, 1000 ga0orrs
1,571.57
'Folal Produced, 1000 2111nns
1.3 37.0O
-
Balance, IOU() gallon"
-234-57
T()(al Applied, tons
0.00
Total Produced. tnm
0,00
Balance. toms
0.U0
]Votes: I. In the tract column, - symbol means leased, otherwise, Owned, 2. Symbol * means user entered data.
554679 [database Version 3.1 Date Printed: 10/27/2004 Wl IT P01;- I ftr I

The Irrigation Application Factors for each Field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that niav be applied to each Field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(incheslhour)
Application Amount
(inches)
101
1 A
Wagram
0.60
1.0
101
1 B
Wat;rarn
1 0.60
1.0
101
2A
Wagram
0.60
1.0
101
2I3
Wagram
0.60
1.0
5541679 Version 3_1 malt; Printed tfN"!7/'004 jAr Page I of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application ofthe effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting.
Since nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not
be used for sludge application. If this is not possible, care should be taken not to load effluent application fields
with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface
water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels
may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lblac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Corn 120 bu
150
13.16
17.82
35.63
53.45
Hav 6 ton R.Y.E.
300
26.32
S.91
11.82
26.73
Sovbean 40 bu
160
14.04
16.70
33.41
50.1 I
554679 Database Version 3.1 Date Printed: 10-27-2004 Sludge Page 4 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The
start date is a value entered by the user and is defined as the date prior to applying nutrients to the first
crop in the plan at which storage volume in the lagoon or holding- pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greaterthan the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume ofaccumulated waste exceeds the
design storage volume of the structure. Either of these situations indicates that the planned application
interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
vailable Wa, to Stora 7e Ca acity
Source Name
Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/ 1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
62
l
2
54
l
3
37
1
4
115
1
5
84
1
6
126
1
7
180
1
8
149
1
9
180
1
10
169
1
Il
139
l
12
122
* Available Storage Capacity is calculated as of the end of each month.
554679 Database version 3.1 Date Printed: l0-?7-2004 Capacity Page I of 1

Korth Carolina
Greene County
This lease, Spray & Animal Waste Agreement, made and
entered into this 13"' day of September, 2004. between Ctis
Griffin and Anna Belle Morris.
Lease is Jor a ten-year period. Leese 1s Or 17.1
acres being fields, #1 5.6 acres and 02 11.5 acres o2 ESA
Tract 101, Farm Serial 42341.
'/.
Lessee Signature Q/4
Otis T. GrIZ4 n
z
£@SSo= Signature 'au" �% �'
Anna Belle Morris
L_
Notary Public is and for Q UOVE County
Commission Expires

Reouired Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches
surface water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture,
historical data, climatic conditions, and level of management, unless
there are regulations that restrict the rate of applications for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal wasters to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for
guidance).
554679 Database Version 3.1 Date Printed: 10/271004 Specification Paee 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site daring application. No
ponding should occur in order to control odor and flies.
$. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste should
also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply
with the following: The outer perimeter of the land area onto which
waste is applied from a lagoon that is a component of a swine farm shall
be at least 50 feet from any residential property boundary and canal.
Animal waste, other than swine waste from facilities sited on or after
October 1, 1995, shall not be applied closer that 25 feet to perennial
waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
554679 Database Version 3.1 Date Printed: 10/27Y2004 5pecificaiion Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a Iand application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such
as trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
13. 1f animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be
inspected on a regular basis to prevent breakdowns, leaks, and spills. A
regular maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and
other crops for direct human consumption. However, if animal waste is
used on crops for direct human consumption, it should only be applied
pre -plant with no further applications of animal waste during the crop
season.
5 679 Database Version 3.1 Date Printed: 10/27/2004 Specification Pace

21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid
level between the markers. A marker will be required to mark the
maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied.
Nitrocren shall be the rate -determining nutrient, unless other restrictions
require waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in
the soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
554&79 database Version 3.1 Date Printed: 10/27/2004 Specification Pake 4

GREENE COUNTY, NORTH CAROLINA
,00„
35"30'00"

EMERGENCY ACTION PLAN
PfONF. NI1N1RFR,S
DWQ-1,5).--''4 Q- L: 4S'l
EMERGENCY MANAGEMENT SYSTEM _7g7- ),Ti `I
SWCD
MRCS
This plan will be implemented in the event that wastes from your operation are leaking.
overflowing. or runninu off site. You should notwait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make even- 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.
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. CalI 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.
G. 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:
December 18, 1996

a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house. flush s,:stems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
a. Dig a small sump or ditch away from the embankment to catch all seepage, put
in a submersible pump, and pump back to the 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. Amy 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?
f. 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 Qualivy) regional office:
Phone - - After hours, emergencN 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 local EMS phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - ; local SWCD office phone number - - and
local NRCS office for advice/technical 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.
_' December 1 S. 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: Z" , =�
b. Contractors Address: _--� L.,'
c. Contractors Phone: �g74.7
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.
a. Name: 4:
b. Phone: _`Zo — s--1c u
7. implement procedures as advised by DWQ and technical assistance agencies to rectifi_-
die damage; repair the system, and reassess the waste management plan to keep
Problems with release of wastes from happening again.
December 18. 1996

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liquid Svstems
Flush Gtttteis • Accumulation of Solids fV Flush system is designed and operated sufficiently to
remote accumulated solids from gutters as designed;
—� ❑ Remove brimming Of accumulated solids at discharge
Lagoons and fits • Crusted Solids op Mlaintain lagoons, settling basins and pits %%here 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 Veveuttive • Decaying vegetation op Maintain vegetative control along banks of lagoons
Growilt and other impoundments to prevent accumulation of
decaying vegetative matter along water's edge on
impoundment's perimeter.
- .11n, S1'ctPm5
Feeders 0 Feed Spillage Design, operate and maintain feed systems (e.g-,
bunkers and troughs) to minimize the accumulation
of decaying wastage,
Clean up spillage on a routine basis (e.g., 7 - 10 day
interval during sutnmer; 15-30 day interval during
winter).
Feed Storm--c • Accumulation of feed residues ❑ Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
❑ �bEffAfqr and remove orb reak up accumulated
solids in filterstrips around feed storage asneeded.
AN1IC- November 11, 1996, Page I

Source Cause RMPs to Minimize Insects Site Specific Practices
Animal I lolding Areas 0 Accumulations of animal wastes ❑ Eliminate lots areas that trap moisture along fences
and feed wastage and other locations rOere waste accumulates and
disturbance by animals is minimal.
❑ Maintain fence rows and filter strips around an imal
holding areas to min imize accumu lat ions of wastes
(i.e. inspect for and remove or break up
accumulated solids as needed.
Dry klamire I landling • Accumulations of animal wastes ❑ Remove spillage on a routine basis (e.g., 7-10 day
Systems interval during summer; 15-30 day interval during
winter) where manure is loaded for land application
❑ ariradv*Wadequate drainage around manure
stockpiles.
❑ Inspect for an remove or breakup accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed.
For more infunnation contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613
AMK'- November H. 1996, Page -)

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine Production ;Q Vegetative or wooded buffers;
14 Recommended best management practices;
(Q Good judgement and common sense
Animal body surfaces
•
Dirty manure -covered animals
Oq
Dry floors
Floor surfaces
•
Wet manure -covered floors
11
Slotted floors;
RI
Waterers located over slotted floors;
❑
Feeders at ]sigh end of solid floors;
❑
Scrape manure buildup fi-om floors;
T T
O
Underfloor ventilation for drying
Manure collection pits
a
Urine;
X1
Frequent manure removal by flushr pit recharge, or
0
Partial microbial decomposition
scrape;
0
Underfloor ventilation
Ventilation exhaust Fans
•
Volatile gases;
6Q1
Fan maintenance;
•
Dust
Efficient air movement
Indoor surfaces
•
Dust
Wasitdown between groups of animals;
❑
Feed additives;
❑
Feed covers;
❑
Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon liquid Cl Flush tank covers;
while tanks are filling Extend fill to near bottom oftankswith anti -siphon
vents
Flush alleys • Agitation during "'astewater ❑ Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon liquid ❑ Extend recharge linesto near bottom of pits i%J(h
while pits are filling anti -siphon vents
lift stations • Agitation during sump tank filling; 11 Sump tank covers
and drawdown
AMOC - November 11, 1996, Page 3

Source Cause BMPs to Minimize Odor Site Specific Practices
Outside drain collection or • Agitation during wastewater ❑ Box covers
junction boxes conveyance
End of drainpipes at lagoon ® Agitation during t%astewater Extend discharge point of pipes underneath
conveyance lagoon liquid level
Lagoon surlaccs • Volatile gas emission;
• Biological mixing;
• Agitation
pJ Proper lagoon liquid capacity;
Correct lagoon startup procedures,
❑ Minimum surface area -to -volume ratio;
p
Minimum atitation when pumping;
❑
Mechanical aeration;
❑
Proven biological additives
Irrigation sprinkler nozzles
•
High pressure agitation;
Irrigate on dry days with little or no wind:
•
Wind drift
Cl
Minimum recommended oneratine, oressure:
0
Pump intake near lagoon liquid surface:
❑
Pump from second stage lagoon
Storage tank or basin
•
Partial microbial decomposition;
❑
Bottom or midlevel loading:
surfa"
•
Mixing while filling;
❑
Wank covers:
•
Agitation when emptying
C]
rl
Basin surface mats of solids:
proven hiological
Settling basin surlace
•
Partial microbial decomposition;
❑
additives or oxidants
Extend drainpipe outlets underneath liquid level; W _
•
Mixing while filling;
•
Agitation when emptying
rl
Remove settled solids regularly
Manure. Slurry or sludge
•
Agitation when spreading;
rl
Soil injection of slurry/sludges;
spreader outicls
•
Volatile gas emissions
rl
Wash residual manure from spreader after use;
rl Proven biological additives or oxidants
Uncovered manure, slurry • Volatile gas erissions while dr)-ing n Soil injection of slurry/sludges;
or sludge on Bold surfaces rl Soil incorporation within 48 hrs.;
rl Snread in thin uniform lavers for rapid drvinu:
71 Proyen bioluical_additives or oxidants—
Dead animals • Carcass decomposition W Proper disposition of carcasses
A MOC - November 11, 1996, Page 4

Source Cause RMPs to Minimize Odor Site Specific Practices
Dead annul disposal pits a Carcass decomposition n Complete covering of carcasses in burial pits;
i1 Proper location/construction of dis
Incinerators a Incomplete combustion Cl Secondary stack burners
Standing %%,ater aruund a Improper drainage; Grade and landscape suclt that water drains away
facilities a Microbial decomposition of frotn facilities
organic matter
Mud h-acked onto public a Poorly maintained access roads RI Farm access road maintenance
roads from farm access
Addilional Infiormation:
Swinc hiauure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-88
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling t)dors Irom Swine Buildings; PIH-33
Environmental Assurance Program: NPPC Manual
Options I'Or Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
AMOC. - Noveniber 11, 1996, Page 5
Available From:
NCSU, County Extension Center
NCSU - BAE
NCSU - BAE
NCSU - RAE
NCSU-BAE
NCSU - BAE
NCSU - Swine Extension
NC Pork Producers Assoc.
NCSU - Azri Conurtunications
Florida Cooperative Extension

Mortality Manauement Methods
(check which method(s) are being implemented)
❑ Burial three feet beneath the surface of the around within 24 hours after knowledge of
the death. The burial must be at least 300 feet from any flowing stream or public
bode of water.
Rendering at a rendering plant licensed under G.S. 106-168.7.
❑ Complete incineration
❑ In the case of dead poultnf only. placing in a disposal pit of a size and desiQn
approved by the Department of Agriculture.
❑ AnN, 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

O Division of Water Quality
10 Division of Soil and Water Conservation
O Other Agency
Type of Visit O Compliance Inspection O Operation Review O Lagoon Evaluation
Reason for Visit O Routine O Complaint O Follow up O Emergency Notification O Other ❑ Denied Access
Facility Number 40 gq Date of Visit: Z-16-Z000 Time:
Not O erational Q Below Threshold
0 Permitted M Certified [3 Conditionally Certified ® Registered Date Last Operated or Above Threshold: ..7-.1.- 99Z......
Farm Name: Qtlia.G.risffilu.JFAr.M ........................................................................................ County: Grccjac .............................................. WARQ.......
OwnerName: Q.tia.......................................... .Getif riffm ......................................................... Phone No: �52-7.47.-ZJ42 ...........................................................
FacilityContact: .................................... Title:........................................................... Phone No:...................................................
Mailing Address: Iit.4�.ax�4......... 4 . j?./ 0............................r................... Sago..kix11.NG........................................................ Q..............
Onsite Representative , Integrator:
CertifiedOperator: ................................................... ............................................................. Operator Certification Number:..........................................
Location of !warm:
Jct. County roads 1219 & 1220. A,
® Swine ❑ poultry ❑ Cattle ❑ Horse Latitude • C « Longitude • & "
Design Current
Swine Canacity Pnnnintion
❑ Wean to Feeder
❑ Feeder to Finish
❑ Farrow to Wean
® Farrow to Feeder
1000
100
❑ Farrow to Finish
❑ Gilts
❑ Boars
Design Current Design Current
Poultry Capacity Population Cattle Capacity Population
❑ Layer I I . E]Non-Dairyj-+
Dairy
❑ Non -Layer
❑ Other
Total Design Capacity 1,000
Total SSLW 522,000
Number of Lagoons ❑ Subsurface Drains Present ❑ Lagoon Area ❑ Spray Field Area
Holding Ponds / Solid Traps ❑ No Liquid Waste Management System
Discharges & Stream Impacts
1. Is any discharge observed from any part of the operation? ❑ Yes ® No
Discharge originated at: ❑ Lagoon ❑ Spray Field ❑ Other
a. If discharge is observed, was the conveyance man-made? ❑ Yes ❑ No
b. If discharge is observed, did it reach Water of the State? (If yes, notify DWQ) ❑ Yes [--]No
c. If discharge is observed, what is the estimated flow in gal/min?
d. Does discharge bypass a lagoon system? (If yes, notify DWQ) ❑ Yes ❑ No
2. Is there evidence of past discharge from any part of the operation? ❑ Yes ® No
3. Were there any adverse impacts or potential adverse impacts to the Waters of the State other than from a discharge? ❑ Yes ❑ No
Waste Collection & Treatment
4. Is storage capacity (freeboard plus storm storage) less than adequate? ❑ Spillway ❑ Yes ® No
Structure I Structure 2 Structure 3 Structure 4 Structure 5 Structure 6
Identifier: ..........................................................
.............. ................................... .................................... .................................... ....................................
Freeboard (inches):
5100 Continued on back

Facility Number: 40-94 Date of Inspection 2-16-2000
5. Are there any immediate threats to the integrity of any of the structures observed? (ie/ trees, severe erosion, ❑ Yes ❑ No
seepage, etc.)
6. Are there structures on -site which are not properly addressed and/or managed through a waste management or
closure plan? ❑ Yes ❑ No
(If any of questions 4-6 was answered yes, and the situation poses an
immediate public health or environmental threat, notify DWQ)
7. Do any of the structures need maintenance/improvement? ❑ Yes ❑ No
8. Does any part of the waste management system other than waste structures require maintenance/improvement? ❑ Yes ❑ No
9. Do any stuctures lack adequate, gauged markers with required maximum and minimum liquid level
elevation markings? ❑ Yes ❑ No
Waste Application
10. Are there any buffers that need maintenance/improvement? ❑ Yes ❑ No
11. Is there evidence of over application? ❑ Excessive Ponding ❑ PAN ❑ Hydraulic Overload ❑ Yes ❑ No
12. Crop type
13. Do the receiving crops differ with those designated in the Certified Animal Waste Management Plan (CAWMP)? ❑ Yes ❑ No
14. a) Does the facility lack adequate acreage for land application? ❑ Yes ❑ No
b) Does the facility need a wettable acre determination? ❑ Yes ❑ No
c) This facility is pended for a wettable acre determination? ❑ Yes ❑ No
15. Does the receiving crop need improvement?
16. Is there a lack of adequate waste application equipment?
Required Records & Documents
17. Fail to have Certificate of Coverage & General Permit readily available?
18. Does the facility fail to have all components of the Certified Animal Waste Management Plan readily available?
(ie/ WUP, checklists, design, maps, etc.)
19. Does record keeping need improvement? (ie/ irrigation, freeboard, waste analysis & soil sample reports)
20. Is facility not in compliance with any applicable setback criteria in effect at the time of design?
21. Did the facility fail to have a actively certified operator in charge?
22. Fail to notify regional DWQ of emergency situations as required by General Permit?
(ie/ discharge, Freeboard problems, over application)
23. Did Reviewer/Inspector fail to discuss review/inspection with on -site representative?
24. Does facility require a follow-up visit by same agency?
25. Were any additional problems noted which cause noncompliance of the Certified AWMP?
No-violatioris:or de'cienc es•were.noted :dui•iirg this; visit. ;You;will receive irti further
..correspondence_ about this .visit. .. .
❑ Yes ❑ No
❑ Yes [:]No
Comments (refer to question #): Explain any YES answers and/or any recommendations or any other comments.
Use drawings of facility to better explain situations. (use additional pages as necessary):
*Jeannie Maready, Neuse Basin Tech, assisted in evaluation.
*Mr. Griffin granted permisson to enter property on 2-14-00.
*There are four lagoons at site with two being active. Animal numbers below threshold for active lagoons.
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
❑ Yes ❑ No
I&
1W
Reviewer/Inspector Name 'Martin Mclawhorn
Reviewer/inspector Signature: Date: 5/00

Facility Number: 40-94 Date of Inspection 2-16-20QQ
. Odor Issues
26. Does the discharge pipe from the confinement building to the storage pond or lagoon fail to discharge at/or below ❑ Yes ❑ No
liquid level of lagoon or storage pond with no agitation?
27. Are there any dead animals not disposed of properly within 24 hours? ❑ Yes ❑ No
28. Is there any evidence of wind drift during land application? (i.e. residue on neighboring vegetation, asphalt, ❑ Yes ❑ No
roads, building structure, and/or public property)
29. Is the land application spray system intake not located near the liquid surface of the lagoon? ❑ Yes ❑ No
30. Were any major maintenance problems with the ventilation fan(s) noted? (i.e. broken fan belts, missing or
or broken fan blade(s), inoperable shutters, etc.) ❑ Yes ❑ No
31. Do the animals feed storage bins fail to have appropriate cover? ❑ Yes ❑ No
32. Do the flush tanks lack a submerged fill pipe or a permanent/temporary cover? ❑ Yes Cl No
mments an
IAI
5100

.s.
:'Site Visitation Record
❑ Inspection By Date of Inspection Site Requires Immediate Attention
Q+ DEM 8/2911996 Facility Number 40 94 1
Owner Farm Name
Otis IGriffin Otis Griffin
County Region
Greene FVaRO
Integrator Phone Number
Onsite representative Phone Number
Mr. Griffin 47-2142
Address
Rt. 4 Box 324
Snow Hill NC 28580
Location
Jct. County roads 1219 & 1220.
Type of Operation
Swine
Design 1,000
Capacity
Latitude
Avepop 1 6,000
Longitude 4 'f.
Does the Animal Waste Lagoon have sufficient freeboard of 1 Foot + 25 year ® Yes ❑ No
24 hour storm event (approximately 1 Foot +7 Inches)?
Actual Freeboard: Feet 10
Inches
Was any seepage observed from the lagoon(s)? ❑ Yes ® No
Was any erosion observed? ❑ Yes ® No
Is adequate land available for spray? ® Yes ❑ No
Is the cover crop adequate? [3 Yes ❑ No
Does the facility meet SCS minimum setback criteria? 200 feet from dwelling? ®Yes. ❑ No
100 feet from Wells? ®Yes ❑ No
Is the animal waste stockpiled within 100 Feet of USGS Map Blue Line Stream? j] Yes ®No
Is animal waste land applied or spray Irrigated within twenty five Feet of USGS Map Blue Line?
❑ Yes ®No
Is animal waste discharged into waters of the state by man-made ditch, flushing system, or other similar
man-marin daviran? 0 Yes ® No

Explanation of discharge
Does the facility maintain adequate waste management records (volumes of manure, land applied, spray
Irrigated on specific average with cover crop)? [:]Yes ❑ No
Additional Comments: 113 Aerial 0 Ground == Not Operational
Out of business - pumped waste onto land - last in operation in 1990. Plan to build a new operation. See drawing.
Inspector Name
R. Tankard I L. Hardison

r
:General Facih Information
i
= tv
Registered
Farm Name
Greene
Otis Griffin Farm
Owner
Phone Number
Otis
Griffin
[phone]
Manager
Manager Phone
Address
1610 Griffin Road Lessee
Snow Hill NC 128580 0 ARO O MRO 0 WARO Q WSRO
Q FRO Q RRO O WIRO 7
Location
ct.:County. roads 121.9°&:1220:: ........................................................
....................... ....
Certified Operator in Charge
Backup Certified Operator
Comments
ria'Ctive tip atiiih : X:agodr':Cl sed::: Date inactivated or closed -2.t '1:
Type of Operation
® Swine ❑ Poultry 0 Cattle ❑ Sheep ❑ Horses ❑ Goats 0 None
Design Capacity
0 Wean to Feeder
Wean to Finish
13 Feeder to Finish
[3 Farrow to Wean
®Farrow to Feeder
0 Farrow to Finish
Gilts
❑ Boar Stud
:a;•,
" '
--
, •::.'
---—
❑ Other
Wet Poultry
E3 Layer
[] Non -Layer
Dry Poultry
Layers
0 Non -La;
❑ Pullets
0 Turkeys
Turkey
❑ Other
Total 1,000
SSLW 522,000
Dairy Cow
Dairy Calf
Dairy Heifer
Dry Cow
Non -Dairy
Beef Stocker
Beef Feeder
Beef Brood Cow
! Swine I
Farrow to Feeder

0
. .................... .......................
$dhsoftee PrMM.Peesenf.. b*,L,:igobft, AtOa',.13 SPtdy1'FWld-Ar02.
............ I ........... ­ ................
Otis Griffin Farm
Latitude
Startdate
NeededAcres
Technical
Specialist
Integrator
1/1/1975
...............
Of Request to be removed g§ Removal Confirmation Recieved.
SWCDi f b t ouof - AL
Comments I I 1w
Regional DWQ Staff
Longitude
Registration Date 12/6/1993
Certification Date
DEM Reply
Certification # I
-Conditional Days
Conditional ❑ Irrigation System
Requirements F-1 Higher Yields
❑ Vegetation
❑ Acreage
❑ Other
Basin Name: I

RE: farm #40-94
Subject: RE: farm #40-94
From: "Griffin, Michael" <Michael. Griffin@ psfarms.com>
Date: Fri, 20 May 2005 14:46:19 -0400
To: "Marlene Salyer" <Marlene. Salyer@ ncmail. net>
CC: "DAVID MAY" <[e-mail]>
Thank you, I will keep you up to date on progress.
-----Original Message -----
From: Marlene Salyer[mailto:[e-mail]]
Sent: Friday, May 20, 2005 1:41 PM
To: Griffin, Michael
Cc: DAVID MAY
Subject: farm #40-94
Michael, as per our phone conservation (5-20-05), the Washington Regional office is granting
your request to temporary populate one swine nursery (2,000 head) prior to the completion of the
lagoon on the Griffin Swine Farm #40-94 in Greene County. This is based on the temporary
waste storage calculations provided by Swain Consulting Services, Inc. of which you sent us a
copy dated May 17, 2005.
If after 8 weeks or one turn of pigs your lagoon is still not completed, gives us a call at the
Washington Regional office to discuss some options of dealing with the waste in the operating
building.
<!--[if !supportEmptyParas]-->
If you have any questions please contact, Marlene Salyer at 252-948-3846 or David May at
252-948-3939.
Marlene D. Salyer
NCDENR-DWQ-Aquifer Protection
943 Washington Sq. Mall
Washington, NC 27889
Phone: [phone]
Fax: [phone]
t of 1 5/20/2005 2:48 PM

-4
i
SWAIN CONSULTING SERVICES, INC.
Washington Regional WQ Supervisor
943 Washington Square Mali
Washington, NC 27889
Dear Sir:
December 6, 2004
MERVE .
DEC 17 2004
DWQ-WARO
Enclosed is page 3 of a General Permit Application we are preparing seeking permitting
for an existing swine facility in Greene County, along with USGS Topographic map
identifying the site and adjoining features. Please review the Surface Water
Classification and return to me at your earliest convenience.
Sincerely,
R. Gregory Swain, P.E.
President
SWAIN CONSULTING SERVICES, INC.
150 Cabin Creek Lane Clinton, NC 28328
Tel. [phone] Fax [phone] email [e-mail]

DEC 1 i 2!t04,1
If your CAWMP includes components not shown on this list, please include the additional
components with your submittal. s e,, _t4VARC.. ``r";
VV
4. Surface Water Classification. This form must be completed by the appropriate DWQ regional office
and included as a part of the project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow
toward) in which this animal waste management system will be constructed must be determined by the appropriate DWQ
regional office. Therefore, you are required, prior to submittal of the application package, to submit this form, with
items I through 7 completed, to the appropriate Division of Water quality Regional Water Quality Supervisor (see page 5 of
5). At a minimum, you must include an 8.5` by 1 l" copy of the portion of a 7.5 minute USGS Topographic Map which
shows the location of this animal waste application system and the downslope surface waters in which they will be located.
Identify the closest downslope surface waters on the attached map copy. Once the regional office has completed the
classification, reincorporate this completed page and the topographic map into the complete application form and
submit the application package.
4.1 Farm Name: Griffin•Swine Farm
4.2 Name & complete address of engineering firm or technical specialist:
Swain Consulting Services, Inc.
150 Cabin Creek Lane
Clinton, NC 28328
Telephone number: (910 ) 590-2703
4.3 Name of closest downslope surface waters: Nahunta Swamp
4.4 County(ies) where the animal waste management system and surface waters are located: Greene
4.5 Map name and date:USGS Topographic, Stantonsburg Quadrangle dt►ttitti►sttCl rrri4p�
Rp
4.6 NC Professional's Seal (if appropriate) Signature and Date: .�`� O ..•""'•• <<�,!.�
kw �FESS/p •. q
.� SEAL
TO: REGIONAL WATER SUPERVISOR QUALITY
Q r��rrun ulnµtUt+
Please provide me with the classification of the watershed where this animal waste management facility will be or has been
constructed or field located, as identified on the attached map segment(s): _
Name of surface waters: _ L(/i_lcl� `�(.(�y uo /Ve�Jd.O K 1 t4W j�-Ld...c.N.
Classification (as established by the Environmental Management Commission): C—�e.J - NJ WJ,
Proposed classification, if applicable:
Signature of regional office personnel
(All attachments must be signed)
FORM: AWO-G-NEW or EXP. 7n199 Page 3 of 5

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Vj
� F...� I rr•�tM �r QQ � s,� ', ,�
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ills WI I w!
0 0.1 0.2 - 0.3 0.4 0.5 km
0 0.09 0.18 0.27 0.36 0.45 mi
Map center is 350 29' 56"N, 770 45' 49r'W (WGS84/NAD83)
Stantonsburg quadrangle
Projection is UTM Zone 18 NAD83 Datum G=-1.606
http://www.topozone.com/print.asp?z-- I 8&n=3931870.99934604&e=249335.99981947&s--24&si... 10/27/2004

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
May 17, 2000
Otis Griffin
Rt 4 Box 324
Snow Hill NC 28580
, Tk?WA
'14407
NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
Subject: Rating of Potential Risk
Inactive Waste Lagoons and Storage Ponds
Otis Griffin Farm
Facility Number 40-94
Greene County
Dear Otis Griffin;
During the 1999 session, the North Carolina General Assembly passed a law directing the North
Carolina Department of Environment of Natural Resources (DENR) to develop an inventory and
ranking of all inactive lagoons and storage ponds 'in the State. In order to meet this directive, a
representative of DENR has recently evaluated the inactive lagoon(s) and/or storage pond(s) on your
property. Inactive lagoons and storage ponds were defined by the Statute as structures which were
previously used to store animal waste but have not received waste for at Ieast one year.
The information collected on your property is contained in the attached field data sheets. Using
this field data, staff ranked your inactive waste structures as high, medium or low according to its
potential risk for polluting surface and/or groundwater. Your waste structure(s) was ranked as
follows:
Structure Number Surface Area (Acres,) Rankine;
1 0.32 Medium
2 0.12 Medium
This ranking is based in part on the conditions existing on the day of the site visit. Changes in
these conditions or the collection and evaluation of additional data may modify the ranking of your
waste structure(s) in the future.
Information on your facility along with over 1000 others contained in the inventory has been
provided to the General Assembly. During this year's session, the General Assembly will consider
additional requirements for future management of these structures which may include requiring
proper closure of inactive lagoons and storage ponds according to current or alternative standards.
943 Washington square Mail, Washington, North Carolina 27889 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50%a recycled110% post -consumer paper

Rating of Potential Risk
Inactive Waste Lagoons and Storage Ponds
Animal Waste Management System
Page 2
Regardless of their ranking, owners of all waste lagoons and storage ponds have certain
management responsibilities. These include taking appropriate actions to eliminate current
discharges, prevent future discharges and to insure the stability of their structures. Staff of the
Division of Water Quality will be in contact with owners of all inactive structures that have been
determined to pose a serious environmental risk, based on its ranking and/or additional field data
collected by the Department.
All liquids and waste removed from these structures must be land applied at a rate not to exceed
the agronomic needs of the receiving crops. Any major modifications made to the dike walls or
structure must be done in accordance with current standards and under the direction of a technical
specialist designated for structural design. Your local Soil and Water Conservation District is an
excellent source for information and guidance related to proper waste application practices, structure
operation and maintenance, and other related animal waste management standards and/or
requirements.
Nothing in this letter should be taken as removing from you the responsibility and liability for
any past or future discharges from your lagoon(s) and/or storage pond(s) or for any violations of
surface water or groundwater quality standards.
Thank you for your cooperation and assistance in this process. If you have questions concerning
your inactive structures, please contact the staff of either in the Division of Water Quality or the
Division of Soil and Water Conservation in the Washington Regional Office at [phone].
Sincerely,
ROGER THORPE FOR
JIM MULLIGAN
Jim Mulligan
Water Quality Regional Supervisor
cc: Greene County Soil and Water Conservation District Office
Facility File

(Type of Visit O Compliance Inspection O Operation Review O Lagoon Evaluation I
Reason for Visit O Routine O Complaint O Follow up O Emergency Notification O Other ❑ Denied Access
Facility Number 40 94
13 Permitted [3 Certified [3 Conditionally Certified ® Registered Date of Visit 2-I6-20o0
10 Not Operational Q Below Threshold Date .Gast Operated or Above Threshold: 7.-1-1992.......
Farm Name: SkltK.Gritffiiul.. Arm.......................................................................... .... ........ - County: .GrAttLc............................................... .W.�►.ktO......
OwnerName:()klS.......................................... Cox:ifflla......................................................... Phone No: 252:.7.47..:2t4Z....................... ....................................
Facility Contact: .....................................
Title:
Phone No .
MailingAddress: R.t..4.BjQ&j24 .............................. ... SJnD. .I ...................:....... 2 .513Q....................................................................... ........................
Onsite Representative: ........................................................................................................... Integrator:........................................
7Location
„off Farm:
•iN.4R.M7Y.HAFnJ..hNM1i/%.'t';rt.Ait..AR7Hh.......................................................................................................................................................................................................
® Swine ❑ Poultry ❑ Cattle ❑ Horse
Design Current
Swine Capacity Ponulation
❑ Wean to Feeder
❑ Feeder to Finish
❑ Farrow to Wean
® Farrow to Feeder
1000
100
❑ Farrow to Finish
❑ Gilts
❑ Boars
Design Current Design Current
Poultry Capacity Population Cattle Capacity Population
❑ Layer ❑ Dairy
❑ Non -Layer I I Non -Dairy
❑ Other
Total Design Capacity 1,000
Total SSLW 522,000
Number of Lagoons Holding Ponds LSolid Traps .
Discharges & Stream Inil2acts
I. Is any discharge observed from any part of the operation? ❑ Yes ® No
Discharge originated at: ❑ Lagoon ❑ Spray Field []Other
a. If discharge is observed, was the conveyance man-made? ❑ Yes ❑ No
b. If discharge is observed, did it reach Water of the State'? (If yes, notify DWQ) ❑ Yes ❑ No
c. If discharge is observed. what is the estimated flow in gal/min?
2. Is there evidence of past discharge from any part of the operation? ❑ Yes ® No
3. Is storage capacity (freeboard plus storm storage) less than adequate? ❑ Spillway ❑ Yes ® No
Waste Collection & Treatment
Please see attached Lagoon Field Data Sheets
Reviewer/Inspector Name Martin Mclawhorn
Reviewer/Inspector Signature: Date:
Printed on: 5/12/2000

.Facility Number 40 --- 94 Lagoon Number ............ Lagoon Identifier behind..hS?I.I .......................
.0 ActiveO Inactive Latitude 35 9 258J.
Waste Last Added..7..-..-i.......................................
Determined by: ® Owner ❑ Estimated
Surface Area (acres): %,3?....................
Embankment Height (feet): 1.................................
Longitude 77 45 45
By GPS or flap? 10 GPS ❑ Mn-
GPS file number: IL021618A .
Distance to Stream: 0 <250 feet 0 250 feet - 1000 feet Q >1000 feet
By measurement or Map? ❑ Field Measurement ® Map
Down gradient well within 250 feet? O Yes ©No
Intervening Stream? 0 Yes 0 No
Distance to WS or HOW (miles): 0 < 5 0 5 - 10 O > 10
Overtopping from Outside Waters? O Yes *No O Unknown
Spillway O Yes O No Adequate Marker O Yes O No
Freeboard & Storm Storage Requirement (inches):
inspection date 2-16-2000
appearance of O Sludge Near Surface
lagoon liquid * Lagoon Liquid Dark, Discolored
0 Lagoon Liquid Clear
O Lagoon Empty Freeboard (Inches): 48.0
embankment condition Poorly Built, Large Trees, Erosion, Burrows, Slumping, Seepage, Tile Drains, Etc.
0 Construction Specification Unknown But Dam Appears in Good Condition
O Constructed and Maintained to Current NRCS Standards
outside drainage Poorly Maintained Diversions or Large Drainage Area not Addressed in Design
0 Has Drainage Area Which is Addressed in Lagoon Design
0 No Drainage Area or Diversions Well Maintained
liner status +.0 High Potential for Leaking, No Liner, Sandy Soil, Rock Outcrops Present, Etc.
0 No Liner, Soil Appears to Have Low Permeability
0 Meets NRCS Liner Requirements
pllcatlon equipment fail to make contact
and/or 5prayfield 0 Yes 0 No 0 Unknown with representative Yes 0 No
unavailable
comments Lagoon #1 and Lagoon #2 connected by pipe.Heavy veg. with large trees on walls.

.Facility Number 40 -- 94 Lagoon Number P............ Lagoon Identifier r.QVp.........................................................
Active Inactive Latitude 35 F297 5$
Waste Last Added.7..-.1.-.9......................................
Determined by: ® Owner ❑ Estimated
Surface Area (acres): QJ-2........................
Embankment Height (feet): 1.Q............................
Longitude 77 45 45
By GPS or Map? [®-GPS ❑ Ma-�]
GPS file number: IL021618A
Distance to Stream: O <250 feet O 250 feet - 1000 feet 0 >1000 feet
By measurement or Map? []Field Measurement ®Map
Down gradient well within 250 feet? O Yes *No
Intervening Stream? O Yes 0 No
Distance to WS or HQW (miles): O < 5 O 5 - 10O > 10
Overtopping from Outside Waters? O Yes *No O Unknown
Spillway O Yes O No Adequate Marker O Yes O No
Freeboard & Storm Storage Requirement (inches):
Inspection date 2-16-2000
appearance of O Sludge Near Surface
lagoon liquid 0 Lagoon Liquid Dark, Discolored
O Lagoon Liquid Clear
O Lagoon Empty Freeboard (inches): 120.0
embankment condition 0 Poorly Built, Large Trees, Erosion, Burrows, Slumping, Seepage, Tile Drains, Etc.
O Construction Specification Unknown But Dam Appears in Good Condition
O Constructed and Maintained to Current NRCS Standards
outside drainage O Poorly Maintained Diversions or Large Drainage Area not Addressed in Design
O Has Drainage Area Which is Addressed in Lagoon Design
O No Drainage Area or Diversions Well Maintained
liner status 0 High Potential for Leaking, No Liner, Sandy Soil, Rock Outcrops Present, Etc.
O No Liner, Soil Appears to Have Low Permeability
O Meets NRCS Liner Requirements
lcatlon equipment fail to make contact
and/or Sprayfield O Yes 0 No O Unknown with representative O Yes No
unavailable
comments Heavy veg. around lagoon. Trees > 6" diameter -Lagoon has trees growing in
lagoon -Lagoon has very little water. Large hole from errosion on SE wall of dike.
Unable to investagate due to dense veg. Damage by rodents moderate to severe.

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
December 15, 1997
VED
Otis GriffinWASHNGT8[y-0FFrce
Otis Griffin Farm
Rt 4 Box 324 DEC t 19%];
Snow Hi11 NC 28550
Subject: Removal of Registration M.
Greene County
Dear Otis Griffin:
This is to acknowledge receipt of your request that your facility no longer be registered as an active animal
waste management system per the terms of 15A NCAC 2H .0217. The information you provided us indicated that your
operation's animal population does not exceed the number set forth by 15A NCAC 2H .0217, and therefore does not
require registration fora certified animal waste management plan.
Under 15A NCAC 2H .0217, your facility is deemed permitted if waste is properly managed and does not
reach the surface waters of the state. Any system determined to have an adverse impact on water quality may be
required to obtain a waste management plan or an individual permit. You are reminded that a discharge of wastes to the
surface waters of the state will subject you to a civil penalty up to S10,000 per day.
Should you decide to increase the number of animals housed at your facility beyond the threshold limits listed
below, you will be required to obtain a certified animal waste management plan prior to stocking animals to that level.
Threshold numbers of animals that require certified animal waste management plans are as follows:
Swine
250
Confined Cattle
100
Horses
75
Sheep
1,000
Poultry with a liouid waste system
110.000
If you have questions regarding this letter or the status of your operation please call Sue Homewood of our staff
at [phone] ext 502.
�'Q
cc: ash nngton Water Quality ltegional•Office
Greene Soil and Water Conservation District
Facility File
Sincerely,
s , " 4A, � � "� ")
A. Preston Howard, Jr...P.E.
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

State of North Carolina
Department of Environment,
Health and Natural Resources
James B. Hunt, Jr., Governor
Jonathan B. Howes, Secretary
November 13, 1996
Otis Griffin
Otis Griffin Farm
Rt 4 Box 324
Snow Hill NC 28580
SUBJECT: Operator In Charge Designation
Facility: Otis Griffin Farm
Facility ID#: 40-94
Greene County
Dear Mr. Griffin:
RECEIVED
WASHINGTON OFFICE
NOV 19 1996
['_.!A
Senate Bill 1217, An Act to Implement Recommendations of the Blue Ribbon Study
Commission on Agricultural Waste, enacted by the 1996 North Carolina General Assembly,
requires a certified operator for each animal waste management system that serves 250 or more
swine by January 1, 1997. The owner of each animal waste management system must submit a
designation form to the Technical Assistance and Certification Group which designates an
Operator in Charge and is countersigned by the certified operator. The enclosed form must be
submitted by January 1, 1997 for all facilities in operation as of that date. Failure to designate a
certified operator for your animal waste management system is a violation of 15A NCAC 2H
.0224 and may result in the assessment of a civil penalty.
If you have questions concerning operator training or examinations for certification, please
contact your local North Carolina Cooperative Extension Service agent or our office.
Examinations have been offered on an on -going basis in many counties throughout the state for
the past several months and will continue to be offered through December 31, 1996.
Thank you for your cooperation. If you have any questions concerning this requirement please
call Beth Buffington or Barry Huneycutt of our staff at 91gn33-0026.
Sincere ,
A. Preston Howard, Jr., P.E., Director
Division of Water Quality
Enclosure
cc: Washington Regional Office
Water Quality Files
P.O, Box 27687, 1w�.
Raleigh, North Carolina 2761 1-7687 ��C An Equal Opportunity/Affirmative Action Employer
Voice 919-715-4100 50°% recyc led/ 100% post -consumer paper

yea Fcily. Lir�if rmt�®�
t
�+m„e:war;e.,n.e�..:.-:.,«i.zm,.y,,r�;,�,nm-rrt�nnn.R.,:.-..x•r�.,m+;a..rnr�,:�,Rr.�s.•uM•.,.:. n.nar.a.w,r.:,ievn.,...nrv:
Facility Number
Greene
Owner
fis Griffin
Address
Registered
Farm Name
Otis Gr'aftan Farm
Phone Number
747-2 1.42
Manager Phone
jltt 4 'Box 324 essee
Snow Hill NC ^�2$8 84 r� ARO ,�� NIRG �, VVA tO
Location _ _ - .� _..
Fct; ioriaity. ... ... ................. ..... ..' . • .
Certified Operator in Charge
Backup Certified Operator
Comments
Inactive operation LagoonvClosed Date inactivated or closed
Type of Operation
Swiaae �` _. Poultry 1"_:� Cattle ';..' Sheep ��v` Igo-ses at, �ti NoatiQG
Design Capacity
13 Wean to Feeder
0 Wean to Finish
[3 Feeder to Finish
® Farrow to Wean
Farrow to Feeder
13 Farrow to Finish
Gilts
® Boar Stud
® Other
J
.12/15/97
Wet Poultry
[ Layer � CJ.Dair-y,C
Non -Layer a lj iry C'
Dry Poultry airy H
® Layers
® Non -Layer
® Pullets
[� Turkeys
[3 Turkey Po
E3 Other
Total -^ I C.
SSLW
w.
ker;':

Number of Lagoons / Holding Ponds E= Lagoon Total Capacity ft"
0 Subsurface Drains Present 0 Lagoon Area 0 Spray Field Areaj
0 No Liquid Waste Management System
Latitude
Start'date
AVAil,�e 85.iFO
. s
NeededAcees',.....
Technical F-
Spechdist.
'Integrator
Request to be i '--,:�'-- -emoved 'Rm eoval Conraralation Recieved
out of bnSilleSS
Comments SWCID
Regional DWQ Slaff
Dry Lifter Description
Longitude
n17
Registration Date
Certification Date
DIEM Reply
Certification #
Conditional Days
Conditional
Requirements
12/6/1993=
T
Irrigation System
Higher Yields
Vegetation
Acreage
Other