260072_CORRESPONDENCE_20171231

NUH I H UAHULINA
Department of Environmental Qual

TDM. Farms
June 10, 1999
Division of Air Quality
Fayetteville Regional Office
Wachovia Building
225 Green Street Suite 714
Fayetteville, N.C. 28301
Doug Niernond
TDM Farms
Box 300
Newton Grove, N.C. 28366
910-594.0219
z'
RECEIVED
JUN 14 1999
FAYETT'EViLLE
REG. OFFICE
Deaitr or Madam:
=� t
I am writing you per instructions received in a letter from Mr. Alan Klimeck dated May 27, 1999
+� k
concerns temporary odor rules for swine farms. In his letter W. Klimeck stated that if i believed
that" it is problematic for you to comply with any of these required management practices please send
written documentation by August 1,1999." We believe that it is problematic for our farms to comply
with' requirement No. 7. In addition we also question the effectiveness of requirement No. 1 and
believe that both of these Hiles will have a negligible or adverse effect on odor and could produce
negative impacts on water quality.
Requirement No. 7 states that flush tanks should be covered or the fill pipes should be extended below
the surface of the wastewater of the tank From personal observation, I feel that these tanks and the
way that they fill are not a significant source of odor on a swine farm. By covering or extending the fill
pipes the farm operator will not be able to observe the rate at which the recycle eater fills the tank
This is critical because the tanks are often set up to dump periodically with a timer. If the tanks dump
before they are filled the result is insufficient, water to completely move the manure out of the pit thus
creating more odors from the building. Conversely, if the tank fills before it is time to dump, you risk a
spill via a blocked overflow pipe.

s� 1
l1
June 10, 1999 f
Page 2
Requirement No. 1 states that the discharge point of the pipe from the buildings shall enter below the
surface of animal wastewater lagoons. This requirement will make it impossible for, the operator to
observe what is being discharged from the buildings. A pipe that becomes clogged may go undetected
leading to a back up -of recycle water in the, pit with the potential to spill out of the building.. The
operator also. will not be able to detect any unusual discharge such as fresh water from a leak or
malfunction. The added turn in the pipe needed to direct the flow under the lagoon surface could also
increase the chance of a blockage.
Because of these concerns we have not covered or extended the fill pipes•.on the dump tanks at any of
the farms that we own or manage. + We have extended our discharge lines under the surface of the
lagoons. We have advised our growers to extend their discharge lines but have given them their choice
on how to handle the flush tanks. Most have opted to leave their as is. I have included a list of farms
associated with TDM in your region.. This•includes farms, which we own, manage, or grow hogs on
Contract for us.
Thank you -for your attention to this matter and if you have any questions please feel free to'contact me. .
Sincerely,
.Doug Nie/moond
Environmental Manager,
Cc:DWQ Mr:. Bob Heath

FARM NAME DWQ FACILITY NO.
TDM#1 WALLER
82-378
TDM#2 TARHEEL FARMS
26-25
TDM#S
TDM#6 CASEY
82-274
TDM#7 WILSON
82-196
TDNM ROSE
82-101
TDM#11 HARRELL
82-275
TDM#12 A&W
82-97
TDM#13 S&O
82-282
TDM#14 MARK BAREFOOT
82-521
TDM#16 3D
82-210
TDM#17 DODSON
82-390
TDM#18 GIDDENS
82-100
TDM#19 BASS
82-221
TDM#20 THORNTON
82-47
TDM#21 HERRING
82-49
TDNW3 DAUGHTRY
82-601
TDNW4 WILLIAMS
82-625
TDM#25 SUTTON
82-718
TDNW6 CYPACK
26-72
TDM#30 BEST BROTHERS
82-699
TDM#100 BAREFOOT NURS
82-58
TDM#102 SULLIVAN
82-175
TDM#103 EDWARDS
82-177
TDM#104 CASEY NURS
82-655
PCH
82-94
PCH-FINISHING
82-67
PCH 6
82-488

WASTE UTILIZATION PLAN
Page 9
,NAME OF FARM:
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above.
I (we) know that an expansion to the existing design capacity of
the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
Division of Water Quality (DWQ) before the new animals
are stocked. I (we) also understand that there be no discharge
of animal waste from this system to surface waters of the state
from a storm event less severe than the 25 year, 24 hour storm.
The approved plan will be filed on -site at the farm office and at
the office of the local Soil and Water Conservation District and
will be available for review by DWQ upon request.
I (we) understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1-day storm event. 1 also
certify that the waste will be applied on the land according to
this plan at the appropriate times and at rate that no runoff
occurs.
NAME OF FACILITY OWNER: CYPACK LLC.
SIGNATURE: DATE:
NAME OF MANAG (if differen from owner):
SIGNATURE. DATA_: 711,7
r'
NAME OF TECHNICAL SPECIALIST: RONNIE G. KENNEDY JR.
AFFILIATION: Agriment Services Inc.
PO Box 1096
Beulaville N 28518
SIGNATURE . 20/: DATE: 7 I.3 yi

ADDENDUM TO WASTE UTILIZATION PLAN:
FARM NAME: TDM 26.
OWNER NAME: CYPACK LLC
DESIGN CAPACITY: 2400 FARROW TO FEEDER
THIS WASTE UTILIZATION PLAN WAS CREATED WITH THE
CERTIFIED IRRIGATION DESIGN INCLUDED. THIS FARM WILL
INCORPORATE THE USED OF A HONEYWAGON TO DESIGNATED
AREAS OF IRRIGATION INEFFICIENCIES (AREAS HIGHLIGHTED
ON MAP). THE HONEYWAGON (PHOTO ATTACHED) IS
MANUFACTURED BY CLAY COMPANY AND HAS A CAPACITY OF
1500 GALLONS. THERE IS MORE THAN 3 ACRES HIGHLIGHTED
FOR THE USE OF THE HONEYWAGON; HOWEVER ONLY 3 WERE
USED IN THE PLAN TO REMAIN CONSERVATIVE. CYPACK LLC.
INTENDS TO APPLY HIS WASTE IN ACCORDANCE WITH THERE
SPECIFIC ANALYSIS NOT TO EXCEED THE AGRONOMIC LOADING
OF THE CROP OR THE HYDRAULIC LOADING OF THE SOILS
(HYDRAULIC LOADINGS ATTACHED). CYPACK LLC. MAY USE
CATTLE TO REMOVE SMALL GRAINY IN WINTER MONTHS. ALL
APPLICATION FIELDS MUST MEET MONITORING AND
REPORTING REQUIREMENTS WHEN USED.
7/13//98
RONNIE G. KENNEDY JR.
TECHNICAL SPECIALIST

NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC_NMP
Field Background Information
Field Name: t3979 pulls 1-13
Soil Map Unit: AUTRYVILLE 0-8
Total ASCS Acres: 60
Total Useable Acres: 43.55
Soil Sampling Date <ENTER>
Soil Test Class
Soil Test Results:
pH Acid CEC %BS P-I K-I Cam Mgt Mn-I Zn-I Cu-I
Field Irrigation Information
Average Soil Depth : 3.0+
Available Water Holding Capacity - 1.5 feet 1.3
Maximum Irrigation Rate - inches per hour fr'-
Maximum Amount per Irrigation Event. - inches:-+r7
LIMITATIONS: This program is based on the best available data.
Since many uncontrollable variables can affect plant growth
and nutrient requirements, North Carolina State University Cooperative
Extension Service is not resposible for any losses incurred from
the use of this program. The software is provided 'AS IS' and
without warranty as to performance.
Printed :7/13/1998

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`., '; ; �� � '•�+�: �,� •Stir. ~,��}��

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Brock Equipment Co,.
Po Box 100
BAILEY, N.C. 27807
Phone [phone]
• Fax [phone]
This irrigation system was designed by Shane Ward of Brock Equipment Co.
A scaled drawing, required calculations, and required specifications on pipe and equipment
are included.
The following buffers were maintained on this farm:
25 feet from ditch
75 feet from surface water and perennial streams
25 feet from property lines
200 feet from residence
100 feet from well
All commerrts and recommendations are appreciated.
Thank you,
2. 1,(,Ze
Shane Ward
CA
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FEDERAL PAPER BOARD CO, � / M.O. 17 PG. 26
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o f w A rFq
Michael F. Easley, Governor
Q
William G. Ross Jr., Secretary
0
North Carolina Department of Environment and Natural Resources
j
Alan W. Klimek, P. E., Director
4
Coleen H. Sullins, Deputy Director
Division of Water Quality
July 14, 2004 ®ENR_-FRO
Doug Niemond, Environmental Manager
TDM Farms, Inc.
JUL 2 8 2004
PO Box 300
Newton Grove, North Carolina 28366
H ®, � r�
1f
Subject: Certificate of Coverage No. NCA226072
TDM 26
Swine Waste Collection, Treatment,
Storage and Application System
Cumberland County
Dear Mr. Niemond:
In accordance with your application received on May 26, 2004 and additional information received June
17, 2004 and July 7, 2004, we are hereby forwarding to you this Certificate of Coverage (COC) issued to
TDM Farms, authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with NPDES General Permit NCA200000.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the TDM 26, located in Cumberland County, with an animal capacity of no greater
than an annual average of 2616 Farrow to Wean and 4000 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 July 1, 2007 and shall hereby void Certificate
of Coverage Number AWS260072 dated May 1, 2003. Pursuant to this COC, you are authorized and
required to operate the system in conformity with the conditions and limitations as specified in the
General Permit, the facility's CAWMP, and this COC. An adequate system for collecting and
maintaining the required monitoring data and operational information must be established for this facility.
Any increase in waste production greater than the certified design capacity or increase in number of
animals authorized by this COC (as provided above) will require a modification to the CAWMP and this
COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed General Permit. Since this is a new joint State and
Federal general permit it contains many new requirements in addition to most of the conditions contained
in the current State general permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please ay careful attention to the record keeping
and monitorina conditions in this .permit. _ .The Animal Facility Annual Certification Form must be
completed and returned to the Division of Water Quality by no later than March Ist of each year.
If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
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.
Non -Discharge Permitting Unit
1617 Mail Service Center, Raleigh, NC 27699-1617
Internet http://h2o.enr.state.nc.us/ndpu
Telephone [phone] Fax [phone]
Telephone [phone]
Customer Service Center

Mr. Doug Niemond
Page 2
July 14, 2004
Upon abandonment or depopulation for a period of four years or more, .the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon or any wetted area of a spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C, the Clean Water Act and 40 CFR 122.41 including civil penalties, criminal
penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual NPDES Permit by contacting the staff member listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville 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] ext. 370.
Sincerely,
- -- - --- - - — — -- -- for Alan W. Klimek, P.E.
Enclosures (General Permit NCA200000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Cumberland County Health Department
t,;hle�R-�ionalAifue.�-ater�9uali�v.Section
i u���oeriana �ounrySon na-water C-M-M7vanon District
Permit File NCA226072
NDPU Files

o f W A 11F9 Michael F. Easley, Governor
' Q William G. Ross Jr„ Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
U 'C
Division of Water Quality
October 1, 2004 RE
CEIVED
TDM Farms, Inc. OCT 15 2004
TDM 26
PO Box 300 DENR-FAYEiIIViLLEREGIONAL OFMCE
Newton Grove NC 28366
Subject: Certificate of Coverage No. AWS260072
TDM 26
Swine Waste Collection, Treatment,
Storage and Application System
Cumberland County
Dear TDM. Farms, Inc.:
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 February 18, 2003 and in accordance with the directive
of Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to TDM
Farms, Inc., authorizing the operation of the subject animal waste collection, treatment, storage and land
application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS260072 which expires October 1, 2004.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the TDM 26, located in Cumberland County, with an animal capacity of no greater
than an annual average of 2400 Farrow 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, 2609. 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 pay careful attention to the record kee in
and monitoring conditions in this permit.
Aquifer Protection Section —Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638 One
NofthCarohna
Phone: [phone] FAX: [phone] / Internet: h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer—�50% Recycled110% Post Consumer Paper Naturally

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate -you -will need to have a new Waste Utilization Plan developed.
The issuance -of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or. depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between -water supply wells and any lagoon, 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 Fayetteville 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 AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Cumberland County Health Department
Cumberland County Soil and Water Conservation District
Permit File AWS260072
APS Central Files

'110� W A TE9, Michael F. Easley, Governor
0 y- William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
D Alan W. Klimek, P.E. Director
Division of Water Quality
December 1, 2006
CERTIFIED MAIL
RETURN RECEIPT REOUESTED
TDM Farms Inc
TDM 26
PO Box 300
Newton Grove, NC 28366
Subject: Application for Renewal of Coverage for Expiring NPDES General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation NPDES General Permits, which expire on
July 1, 2007. Due to changes in federal rules, facilities that do not discharge nor propose to discharge may.choose whether or not to
retain coverage under an NPDES General Permit. Copies of the draft animal waste operation NPDES general permits and the State
Non -Discharge General Permits are available at htt ://h2o.enr.state.nc usla slafou/downloads.htm or by writing or calling:
NCDENR — DWQ Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under one of these two tunes of general permits,_you must submit an application for permit
coverage to the Division. Enclosedyou will find a `Request for Certificate of Coverage Facility Currently Covered by an Expiriin
NPDES General Permit.' The application form must be cam leted and returned by January 2 2007. Please noteyou must include
two (2) copies of your most recent Waste Utilization Plan with the 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 draft general permits, the enclosed application, or any related matter please feel free to contact the
Animal Feeding Operations Unit staff at 919-733-3221.
Sincerely,
Ted L. Bush, Jr., Chief
Aquifer Protection Section
Enclosures
cc (w/o enclosures): Cumberland County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files - 260072
TDM Farms Inc
Aquifer Protection Section 1636 Mail Service Center Raleigh, NC 27699-1636
Internet: www.ncwaterquality.ot'e Location: 2728 Capital Boulevard Raleigh, NC 27604
An Equal apportunity/Ormative Action Employer— 50°% Recycled110°% Post Consumer Paper
Telephone:
Fax 1:
Fax 2:
Customer Service:
Carolina
[phone]
[phone]
[phone]

Q� W A TF9p Michael F. Easley, Governor '
0 7 William G. Ross Jr,, Secretary
r North Carolina Department of Environment and Natural Resources
Q Alan W, Klimek, P.E. Director
Division of Water Quality
April 24, 2006
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
TDM Farms, Inc.
PO Box 300
Newton Grove, NC 28366
Re; Request for Information
Sludge Survey Report
TDM 26
NCA226672
Cumberland County
Dear TDM Farms, Inc.:
Your Animal Waste Management General NPDES Permit contains a condition
that addresses the sludge survey requirement for the lagoon(s) at your animal
feeding operation.
Your NPDES Permit Number NCA226072 Condition 11I.16, on page 10 states:
"All facilities, which are issued a COC to operate under this permit, shall conduct
a survey of the sludge accumulation in all lagoons within one (1) year of receiving
the COC and every year thereafter. This survey shall include but not be limited to
a sketch showing the depth of sludge in the various locations within each lagoon.
This survey shall be submitted as part of the facility's annual report in the year it
was conducted..."
Our records indicate that the Division has not received the sludge survey results
for the year 2005 from your facility and your facility had not previously exempted
based on prior surveys. The form was due March 1, 2006. To avoid possible
enforcement action for a violation of your permit, please submit the results within
thirty (30) days of receipt of this letter to the following address:
Miressa D. Garoma
Division of Water Quality
1636 Mail Service Center
Raleigh, NC 27699-1636
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwateroualitv.orR Location: 2728 Capital Boulevard
An Equal OpportunitylAffirmative Action Employer— 50% Recycle&10% Post Consumer Paper
_ lJnc Ca olina
IVQtthttrru!!il
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

TDM Farms, Inc.
Page 2
4/24/2006
Please be advised that nothing in this letter should be taken as removing from you
the responsibility or liability for failure to comply with any State Rule, State
Statue or permitting requirement.
If you have any questions regarding this letter, please do not hesitate to contact
me at [phone].
Sincerely,
Stephen . Barnhardt
Fayetteville Regional Office
cc: F� 1e-26f722 �±a
APS Central Files

Al
0� W ATEgQG Michael F. Easley, Governor
William G, Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Q -K Coleen H. Sullins, Director
Division of Water Quality
July 1, 2007 1 � I!
TDM Farms Inc
TDM 26 J ,.; 7 7
PO Box 300
Newton Grove, NC 28366 _+
Subject: Certificate of Coverage No. AWS260072
TDM 26
Animal Waste Management System
Cumberland County
Dear TDM Farms Inc:
In accordance with your application received on 4-Jan-07, we are hereby forwarding to you this
Certificate of Coverage (COC) issued to TDM Farms Inc, authorizing the operation of the subject animal
waste management system in accordance with General Permit AWG100000.
This approval shall consist of the operation of, this system including, but not limited to, the management
and land application of animal waste as specified in the facility's Certified Animal Waste Management
Plan (CAWMP) for the TDM 26, located in Cumberland County, with an animal capacity of no greater
than the following swine annual averages:
Wean to Finish: 0 Feeder to Finish: 0 Boar/Stud: 0
Wean to Feeder: 4000 Farrow to Wean: 2616 Gilts: 0
Farrow to Finish. 0 Farrow to Feeder: 0
If this is a Farrow to Wean or Farrow to Feeder operation, there may also be one boar for each 15 sows.
Where boars are unneccessary, they may be replaced by an equivalent number of sows. Any of the sows
may be replaced by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009 and replaces the NPDES
COC issued to this facility with an expiration date of July 1, 2007. You are required ,to continue
conducting annual surveys of sludge accumulation in all lagoons at your facility; the one-year extension
in Condition III.19 does not apply.
Pursuant to this COC, you are authorized and required to operate the system in conformity with the
conditions and limitations as specified in the General Permit, the facility's CAWMP, and this COC. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this facility. Any increase in waste production greater than the certified design
capacity or increase in number of animals authorized by this COC (as provided above) will require a
modification to the CAWMP and this COC and must be completed prior to actual increase in either
wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Enclosed for your convenience is
a package containing the new and revised forms used for record keeping and reporting. Please pay
careful attention to the record keeping and monitoring conditions in this permit.
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwater uali r Location: 2728 Capital Boulevard
An Equal OpportunitylATermative Action Employer— 50% RecycledM 0% Post Consumer Paper
One
NvfNaCarolina
turally
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: [phone]
Fax 2: [phone]
Customer Service: [phone]

If your Waste Utilization Plan has been developed based on site -specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is -
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate .
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation fora period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 02T .0111(c) a compliance boundary is provided, for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100-foot separation
shall be maintained between water supply wells and any lagoon, storage pond, or any wetted area of a
spray field.
Per 15A NCAC 02T .1306, any containment basin, such as a lagoon or waste storage structure, shall
continue to be subject to the conditions and requirements of the facility's permit until closed to NRCS
standards and the permit is rescinded by the Division.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
"General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Aquifer Protection staff may be reached at 910-433-3300. If you need additional information concerning
this COC or the General Permit, please contact the Animal Feeding Operations Unit staff at (919) 733-
3221.
Sincerely,
for Coleen H. Sullins f
Enclosures (General Permit AWG100000, Record Keeping and Reporting Package)
cc: (Certificate of Coverage only for all cc's)
Cumberland County Health Department
Cumberland County Soil and Water Conservation District
Fayetteville Regional Office, Aquifer Protection Section
AFO Unit Central Files
Permit File AWS260072

ANIMAL FACILITY ANNUAL CERTIFICATION FORM
Certificate of Coverage or Permit Number N C &220'T Z County . Ck vvAeYear 200^
Facility Name (as shown on Certificate of Coverage or Permit) -TDv� � -p _
Operator in Charge for this Facility--_Q_oL.J!i3 1\�t e-Ny\ Q V\U!s(Certification #_
Lanplication of animal waste as allowed by the above permit occurred during the past calendar year
7YES NO. If NO, skip Part I and Part II and proceed to the certification. Also, if animal wast
was generated but not land applied, please attach an explanation on how the animal waste was handled.
Part I : Facility Information:
1. Total number of application Fields l"or Pulls 0 (please check the appropriate box) in the Certified Anima:
Waste Management Plan (CAWMP):
G
,;I,
Total Useable Acres approved in the CAWMP
2. Total number of Fields L"or Pulls ❑ (please check the appropriate box) on which land application
occurred during the year: _ _ } Total Acres on which waste was applied 4{ O , l0
3. Total pounds of Plant Available Nitrogen (PAN) applied during the year for all application sites:
4. Total pounds of Plant Available Nitrogen (PAN) allowed to be land applied annually by the CAWMP and
the permit:
5. Estimated amount of total manure, litter and process wastewater sold or given to other persons and taken
off site during the year
X
tons ❑ or gallons ❑ (please check the appropriate box',
6. Annual average number of animals by type at this facility during the previous year:
a'7 3Ly +o UAL v\ f 3.25 wcc n A-
7. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest d 5,4 r4� v lti/�.�.r, �.3 5 5. t, �� _- Lu- t cede✓
Smallest �.5"4
(These numbers are for informational purposes only since the only permit limit on the number of animals
at the facility. is the annual average numbers)
8. Facility's Integrator if applicable:
Part II: Facility Status:
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO", PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT, THE DATES OF ANY NON
COMPLIANCE, AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO.BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
1. Only animal waste generated at this facility was applied to the permitted si'i
the past calendar year.
FEB .01, 2005
Yes ❑ No
AFACF 3-14-03 1 } 0ZNR-FAWMLLEfif0%0FRCE

2. The facility was operated in such a way that there was no direct runoff of waste from
P'Yes ❑ No
the facility (including the houses, lagoons/storage ponds and the application sites) during
the past calendar year.
3. There was no discharge of waste to surface water from this facility during the past
191yes ❑ No
calendar year.
4. There was no freeboard violation in any lagoons or storage ponds at this facility during
19/Yes ❑ No
the past calendar year.
5. There was no PAN application to any fields or crops at this facility greater than the
C'/Yes ❑ No
levels specified in this facility's CAWMP during the past calendar year.
6. All land application equipment was calibrated at least once during the past calendar ear.
❑ Yes E No
C4i6r-Xi-,\ li,cll be Co"\t W�ih �`�wr �� ISSL''Sh vF 17ef.viii. ��.
7. Sludge accumulation in all lagoons did not exceed the volume for which the lagoon
❑ Yes ❑ No
was designed or reduce the lagoon's minimum treatment volume to less than the volume
N/4
for which the lagoon was designed.
8. A copy of the Annual Sludge Survey Form for this facility is attached to t� is Certification.
El Yes P No
l— ale S ufvey w� l l b; doh c w j in Yzti� mF ;ssu ��e c�.� z ✓,N+�1 . lei 1��
9. Annual soils analysis were performed on each field receiving animdl waste during the
❑ Yes ❑ No
past calendar year.
10. Soil pH was maintained as specified in the permit during the past calendar Year?
C/Yes ❑ No
11. All required monitoring and reporting was performed in accordance with the facility's
Comes ❑ No
permit during the past calendar year.
12. All operations and maintenance requirements in the permit were complied with during
P Yes ❑ No
the past calendar year or, in the case of a deviation, prior authorization was received
from the. Division of Water Quality.
13. Crops as specified in the CAWMP were maintained during the past calendar year on all
/
L9' Yes ❑ No
sites receiving animal waste and the crops grown were removed in accordance with
the facility's permit.
14. All buffer requirements as specified on the permit and the CAWMP for this facility were
[Q-&s ❑ No
maintained during each application of animal waste during the past calendar year.
"I certify under penalty of law that this document and all attachments were prepared under my direction or
supervision in accordance with a system designed to assure that qualified personnel properly gather and
evaluate the information submitted. Based on my inquiry of the person or persons who manage the system, or
those persons directly responsible for gathering the information, the information submitted is, to the best of
my knowledge and belief, true, accurate, and complete. I am aware that'there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
Permittee Name and Title (type or print)
Signature of Permittee Date
1 �� vl—
rnature of Operator in Charge Date
different fro'm,Permittee) .
AFACF 3-14-03 2

November 1, 2007
TDM Farms Inc
TDM 26
P0Box 300
Newton Grove, NC 28366
Michael F, Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Coleen 11. Sullins Director
Division of Water Quality
Q 4"EIVED
NOV o 5 2M7
Oft -FAtI'I:Ti LLERMIOMLOFRCE
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS260072
TDM 26
Animal Waste Management System
Cumberland County
Dear TDM Farms Inc:
The Division of Water Quality (Division) received your sludge survey information on October
30, 2007. With the survey results, you requested an extension of the sludge survey requirement
for the lagoon at the TDM 26 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 (919)
s
715-6937.
Sincerely,
Miressa D. Garoma
Soil Scientist
cc: Fayetteville Regional Office, Aquifer Protection Section
Central Files
Doug Niemond
Nn`hCarolina
aturally
Aquifer Protection Section 1636 Mail Service Center
Internet: www.ncwaterquality.org Location: 2728 Capital Boulevard
An Equal Oppottun4 Affirmative Action Employer— 50% Recycled110% Post Consumer Paper
Raleigh, NC 27699-1636 Telephone: [phone]
Raleigh, NC 27604 Fax 1: (919) 7 t 5-0588
Fax 2: [phone]
Customer Service: [phone]

PPLIO
Nutrient Management Plan For Animal Waste Utilization
05-1.9-2004
This plan has been prepared for:
TDM 26
D4o4� 7DPi
Box 300
Newton Grove, NC 28366
910-594-0219
This plan has been developed by:
Doug Memond
TDM Farms
Box 300
Newton Grove, NC 28366
910-59..44--0219
Developer
Type of Plan: Nitrogen Only with Manure Only
I?AR 25 20
Own erlManager/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
th is plan.
Signature (owner)
Signature (manager or producer)
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 Approved By: S /5 a
Technical ecialist Signature 6ate
-----------------------------------------------------------------------------
472240 Database Version 3.1 Date Printed: 05-19-2004 Cover Page 1
AF610NAt t}Ffi(E

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 764,000 gals/year by a 4,000 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
ca acities of a roximatel 180 da s.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
1760
Incorporated
3022
Injected
3328
Irrigated
1913
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
1 1,913
2057
-144
821,730
-57,730
S9
Swine Farrowing-Weanling Lagoon Liquid waste generated 8,379,048 gals/year by a
2,616 animal Swine Farrowing Weanling Lagoon Liquid operation. This production
facility has waste storage capacities of a roximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
12930
Incorporated
22206
Injected,
24455
Irrigated
14055
Max. Avail
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
1 14,055
15923
-1,868
9,347,635
-968,587
-
41

Narrative
This plan was created to reflect the change in animal types from 2400 sow farrow to feeder to 2616 sow
farrow to wean plus 4000 head wean to feeder. The steady state live weight has remained the same on the
farm.
Doug Niemond
5/19/04
-----------------------------------------------------------------------------
472240 Database Version 3.1 Date Printed: 05-19-2004 Narrative 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
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
3979
oneywago
15.00
15.00
NIA
Autryville
Small Drain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
3979
Pulls 1-13
40,60
40.60
NIA
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
FLAN 1L1ALS: ».ov ».ou
,�-ti "W
l Axrs
�I�i�� 1����!nAotenNN&I�a�htng� �����
16T L h..v. i..Y
MEMO p '.Til l �v,�TIT4 nid�l�G��da�tc�
t@ I.t � h
2
Low potential to contribute to soluble
None
nutrient leaching below the root zone.
�- 2 &
Moderate potential to contribute to
Nutrient Management 0 should e planned.
>- 10
soluble nutrient leaching below the
root zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that
nutrient 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).
472240 Database Version 3.1 Date Printed 5/19/04
NOTE: Symbol * means user entered data
PCS Page I of 1

The Waste u.ilization table shown below summarizes the waste utilization plan _.A this operation. This plan provides an estimate of the number o, _.:res 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. y
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 applie
is included in the table to ensure that the plan adequately provides for the utilization ofthe manure generated by the operation.
Waste Utilization
'Palle
Year I
Tract
Field
Source
ID
Soul Series
Total
Acres
Usc.
Acres
Crap
RYE
Applic.
Period
Nitrogen
PA
Nutrient
RegV
(ihs(A)
Comm.
Fart.
Nutrient
Applied
(lbslA)
Rea
lbs%)
Applic.
Method
Manure
PA
Nutrient
Applied
(Ibs/A)
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gul/A
Tons
1000 gals
tons
3979
oneywagi
S9
AuWa
15.00
15.00
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Inig.
40
23.85
0.00
357.71
0.00
3979
SS
AubYvffle
15.00
15.00
Small Grain Overseed
1.0 Tons
10/1-3131
50
0
0
In*
10
3.99
0.00
59.92
0.00
3979
oneywaw
S9
le
15.00
15.00
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
brig.
242
144.28
0.00
2,164.1
0.00
3979
lom7wagc
SS
AuftYvffllc
15.00
15.00
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
❑
Irrig.
27
10,79
0.00
161.77
0.00
3979
Pulls 1-13
S9
AutryVille
40.60
40.60
Small Grain Overseed
1.0 Tom
10/1-3131
50
0
0
Irrig-
23.85
0.00
968.20
0.00
3979*
Pulls 1-13
S5
Autryville
40.60
40.60
Small Grain Overseed
1.0 Tons
1011-3/31
50
0
0
Inig.
10
3.99
0.00
162.17
0.00
3979
Polls 1- 13
S9
e
40.60
40.60
Hybrid BermudagrassHey
05.5
3/1-9/30
0275
0
0
Irrig.
248
144.28
0.00
5,857.59
0.00
3979
hills 1-1
SS
1�=C
40.60
40.60
Hybrid Bermudagrass flay
•5.5
311 9/30
•275
0
0
Irrig
2
10,79
0.
437.87
O.QO
Total Applied, 1000 gallons
10,169.36.
`sri
Total Produced, 1000 gallons
9,143.05
Balance, 1000 gallons
-1,026.32
Total Applied, tomlaf;;:
s
0.00
Total tons'
Produced,
� . y«�..
0.00
Balance, tons><`=
ys:.- °-c: Y
0.00
Notes: 1. In the tract column, -- symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
441304%. Database Version 3.1 Date Printed: 1/23/P' WUT Page �f 1
i 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 may be applied to each held
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)
3979
Honeywagon
Autryville
0.60
1.0
3979
1 Pulls 1-13
Autryville
0.60
1.0
472240 Database Version 3.1 Date Printed 5/19/04 IAF Page I of 1
NOTE: Symbol * means user entered data

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application -of the effluent.
At clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases,
the priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting.
Since nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not
be used for sludge application. If this is not possible, care should be taken not to 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
Ievels 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 Farrowing-Weanling Lagoon Sludge - Standard
Corn 120 bu
1501
13.16
77.52
155.031
232.55
Hay 6 ton R.Y.E.
300
26.32
38.76
77.52
116.27
Soybean 40 bu
1601
14.04
72.67
145,341
218.01
Swine Nursery Lagoon Sludge - Standard
Corn 120 bu
1501
13.16
10.18
20.36
30.54
Hay 6 ton R.Y.E.
300
26.32
5.09
10.18
15.27
Soybean 40 bu
160
14.04
9.54
19.09
28,63
-----------------------------------------------------------------------------g---------
472240 Database Version 3.1 Date Printed: 05-19-2004 Sludge Page 1 of I

_ The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The
start date is a value entered by the user and is defined as the date prior to applying nutrients to the first
crop in the plan at which storage volume in the lagoorf or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the
design storage volume of the structure. Either of these situations indicates that the planned application
interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name
Swine Farrowing- eannng Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) "
1
1
66
1
2
47
1
3
62
1
4
84
1
5
105
1
6
127
1
7
148
1
8
169
1
9
I80
1
10
161
1
11
140
1
12
118
* Available Storage Capacity is calculated as of the end of each month.
^ -
472240 Database Version 3.1 Date Printed: 05-19-2004 Capacity Page 1 of 2

Available Waste Storage Capacity
Source Name
I Swine Nursery Lagoon Liquid
Design Storage Capacity (Days)
StartDate
911
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
97
1
2
85
1
3
104
1
4
117
1
5
129
1
6
142
1
7
154
1
8
166
1
9
179
1
10
169
1
11
155
1
12
140
* Available.Storage Capacity is calculated as of the end of each month.
----------------------------------------------------------P--- ----- --
472240 Database Version 3.1 Date Printed: 05-19-2004 Capacity Page 2 of 2

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,applieation. 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, MRCS 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 Iand application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate'such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
-------------------------------------------------------------------------g----
472240 Database Version 3.1 Date Printed: 5/19/04 Specification Page 1

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.
I1. 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 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.
-------------------eV-------------------------------------------p---------g----
472240 Databasersion 3.1 Date Printed: 5/19104 Specification Page 2

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 Iagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis.
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
------72240-------- D---atab--ase-Vers---i-on---3.1 -----------D-ate-----Printed:------5119104------------5-peci---fi--catian--Pa--ge-3---
4

61FA
A742
NCDENF.
North Carolina Department of Environment and Natural Resources
Division of Water Quality
Beverly Eaves Perdue Coleen H, Sullins Dee Freeman
Governor Director Secretary
January 25, 2010
TDM Farms, Inc 2
TDM 26
PO Box 300 DENR-FAYETrULLEREGIONALOFRCE
Newton Grove, NC 28366
Subject: Sludge Survey Testing Dates
Certificate of Coverage No. AWS260072
TDM 26
Animal Waste Management System -
Cumberland County
Dear TDM'Farms, Iric:
The Division KWater-Quality (Division) received your sludge survey information on-D&e'mber'
. 16, 2009. With the survey results,'you requester an extension' of the sludge survey requirement
for,the lagoon af,the'TDM 26 facility. Due to the amount of treatment volume available; the
Division agrees tha(-,a sludge survey is not needed -until 2014.
The next sludge survey for the lagoon at TDM 26 facility should be performed before Deeembelr•
31,,2014. Thank you for your attention:to this matter., Please call me at [phone] if you
have aiiy questions.'
Sincerely,
i - Miressa D. Garoma
Animal Feeding Operations Unit
cc: Fayetteville • Regional Office, Aquifer Protection Section -
Permit File AWS260072
1636 Mail Service Center. Raleigh, North Carolina 27699.1636
Location: 2728 Capital Blvd.. Raleigh, North Carolina 27604
Phone: [phone] FAX: T9-715.05881 Customer Sorvice: 1-877.623-674R
IntamP.t: vnvw.nrwl3amiialitv.nm
An Fnu,A Onnnrluniiv 1 Affirmative Action F.mnrnvar
One
NorthCarolina
NRtllhallif

State of North Carolina 00?_:2( ZZ
Department of Environment and Natural Resourcest� ,
Division of Water QualityD
Non -Discharge Permit Application Form �, ate
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL) lyj�M'r
General Permit - Existing Liquid Animal Waste 0perations .•w„ri�,�ry
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
I. GENERAL INFORMATION:
1.1 FacilityName: TDM 26
1.2 Print Land Owner's name: Cypack L.L.C.
1.3 Mailing address: PO Box 300
City, State: Newton Grove NC Zip: 28366
Telephone Number (include area code): 910-594-0219
1.4 County where facility is located: Cumberland
1.5 Facility 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): Approx. 6 miles S of Autryville off secondary rd.
#2401
1.6 Print Farm Manager's name,(if different from Land Owner): TV M FG ✓h s
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): 70M Fc vw1S
1.8 Date Facility Originally Began Operation: 2 A rr
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 26 (county number); 72 (facility number).
2.2 Operation Description—. iontiont Swine operation
mow to Feeder
2400- Certified Design Capacity
Is the above information correct? yes; no. If no, correct below using the design capacity of the facility
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
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: No. of Animals:
DECEIVED
. APH 7 - 1998
FORM: AWO-G-E 1/26/98 Page 1 of 4
g I7ATE-.'=t QUALITY SECTION
Non -Discharge Compliance Ent

4w
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 59 ; Required Acreage (as listed in the AWMP): 59
2.4 Are subsurface drains present within 100' of any of the application fields? YES or NO (please circle one)
2.5 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO (please circle one)
2.6 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? a4`
What was the date that this facility's land application areas were sited?:; 7 Ir
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 one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire 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 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.1 t Emergency Action Plan.
3.3. l2 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.)
If your CAWMP includes components not shown on this list, such as an irrigation design,
or site evaluation, please include the additional components with your submittal.
FORM: AWO-G-E 1./28/98
Page 2 of 4

r
Facility Number: 26 - 72
• Facility Name: TDM 26
4. APPLICANT'S CERTTIFICATION:
this application foe ' I P r 1�F <;,, w
has been reviewed by me and is accurate and complete to the be
application are not completed and that if all required supporting
package will be returned to me as incomplete.
Signature
(Land Owner's name listed in question 1.2), attest that
(Facility name listed in question 1.1)
mowledge. I understand that if all required parts of this
on and attachments are not included, this application
Date +"L r T12
5. 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 1.1)
has been reviewed y me and is accurate and complete tote best of my knowledge. I un erstand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 1/28/98 Page 3 of 4

r
DIN71SION OF WATER QUALITY REGIONAL OFFICES (1/98)
Aslt-ville Regional WQ Supervisor
59 koodfin 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]
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
Tyrell
Greene
Washington
Hertford
Wayne
Hyde
Mooresville -Regional WQ Supervisor
919 North Main Street
Mooresville, NC 28115
[phone]
Fax [phone]
Raleigh Regional WQ Supervisor
3800 Barrett Dr.
Raleigh, NC 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]
Anson
Moore
Alexander
Lincoln
Brunswick New Hanover
Bladen
Richmond
Cabarrus
Mecklenburg
Carteret Onslow
Cumberland
Robeson
Catawba
Rowan
Columbus Pender
Harnett
Sampson
Cleveland
Stanly
Duplin
Hoke
Scotland
Gaston
Union
Montgomery
lredell
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
Fors�lh
Yadkin
Guilford
FORM: AWO-G-E 1/28/98 Page 4 of 4

19�
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vvaterways in the county incluae Utti
River and the South River. Extending inti
the county from Hoke County is For
Bragg Military Reservation: parachut
training jumps can be observed,
museum can be toured and other sight
are available to visitors.
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TOi7 cew
TDM FARMS
2400 FARROW TO FEEDER_
SWINE FARM,
APPROVED ANAEROBIC LAGOON DESIGN
GRID SURVEY
WASTE MANAGEMENT PLAN
RELATED MAPS
DESIGNED BY:
AGRIMENT SERVICES INC.
P.O. BOX 1096
BEULAVILLE, NC 28518
[phone], [phone]

OPERATOR: _Now Ict:L
COUNTY: Cvn,heria�o�
TYPE OPERATION: ,�DO Fatr�� Fe_e_de�
Please revie:, the attache! pion; :."n .. , _ . - `- _n: _ _ef'ully.
Retain this for your use and . - _ _ _ d.:. 'F lo:= and mail
your OEM _certification gring '�
Agriment Services in,. oil! assisc c :e landcwne_ in tno layout of
lagoon and pads. Final Lor:st_:.Ct_.:,._ ZhlCkS Cf Che lag, _n Will be
completed by Agr_ment. The -pal dime sisn_ and ;ray,.., are the
best estimates. THE BUILDER c_ CONTRACTOR is :nsi le for
final ;ad grade checks an� :Lynam zo :he tiillln; yaW
The actual a.ao. nv of .. nto _ ._ - - -':, :ions f _ _ ynis aaw inni may vary
from the estimates. The design will at%:. _ c c ba_nn:a cuts and
fi11 s as cicsi as pazziLls. .....: __ ..._.l material it required,
the contractor and o ne_ will g- c_zwta on c..._ price and
locat_cn of he Wrow area.
Best Estimates. Total Reqjorsl V010102-
aL
LsqoGn 2.. 646 `r
TOTAL Excavation Qu.yd) 6z2.02
TOTAL Fill (c _ 1 d . ) 51;.4 � t-44D0 3s'rr4'I
NET IMPORT I co. yd. ; .
Cut/Fill Ratio, : 1,,2- 11, 0
0
wu,u�
Designed Ey: Af _4"A '=SCESIZNC.
Approved Ey,,
1

Operator:HOG SLAT County: CUMBERLAND
Date:
07/28/96
Distance to nearest. residence (other than
owner):
2400.0
feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
x 1417
lbs.
0
lbs
2400 sows (farrow to feeder)
x 522
lbs.
1252800
lbs
0 head (finishing only)
x 135
lbs.
0
lbs
0 sows (farrow to wean)
x 433
lbs.
0
lbs
0 head (wean to feeder)
x 30
lbs.
0
lbs
Describe other :
0
Total
Average Live Weight
1252800
lbs
2. MINIMUM REQUIRED TREATMENT VOLUME
OF LAGOON
Volume 1252800 lbs. AN x
Treatment Volume(CF)/lb.
ALW
Treatment Volume(CF)/11. ALW
a
1 CF/lb. ALW
Volume = 1252800 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION Sludge Accumulation Not Computed At.
Owners Request Remove Sludge
Volume 0.0 cubic feet As Needed
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 720.0
Inside top width (feet)---------------------- 310.0
Top of dike elevation (feet)----------------- 49.8
Bottom of lagoon elevation (feet)------------ 37.8
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 . 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 714.0 304.0 11.0
AREA OF TOP
LENGTH * WIDTH =
714.0 304.0
217056 (AREA
OF TOP)
AREA OF BOTTOR
LENGTH * WIDTH =
648.0 238.0
154224 (AREA
OF BOTTOM) S
AREA OF MIDSECTION
ASS
LENGTH WIDTH * 4
681.0 271.0
738204 (AREA
OF MIDSECTION 4)
CU. FT. a [AREA TOP +
(4*AREA MIDSECTION)
+ AREA BOTTOM]
217056.0
73S204.0
154224.0

r
M
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length *'Width
720.0 310.0 223200.0 square feet
Buildings (roof and l.ot water)
0.0 square feet Describe this area.
TOTAL DA 223200.0 square feet
Design temporary storage period to be 180 days.
5A. Vclume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume a 1252800 lbs. ALW/135 lbs. AL4 * 1.37 gal/day 180 days
Volume - 2288448 gals. or 305942.2 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate_`.
the lagoon water are accounted for in 5A.
Volume a 0.0 gallons/day 180 days storage/7,48 gallons','.
per CE
Volume 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
130 days excess rainfall a 7.0 inches
Volume a 7.0 in * DA / 12 inches per foot
Volume a 130200.0 cubic feet

LOCATION
OF LAGOON CORNERS
POINT X-CORD
Y-CORD
ELEVATION
FEET
FEET GRID
FEET
1 0
610.0 G+10.0
49.8
2 36.0
574.0 F-74.0
37.8
3 0
350.0 D+50.0
49.8
4 36.0
386.0 D--36.10
3?.2
5 264.66
386.0 D+26.0
37.8
6 260.0
350.0 D*50.0
49.8
7 676.0
277.75 C+77.75
37.8
8 640.0
250.0 C+50.0
49.8
9 640.0
110.0 B+10.0
49.8
10 676.0
146.0 B+46.0
37.8
11 716.01
146.0 B+46.0
37.8
12 775.0
110.0 B+10.0
49.8
13 681.77
574.0 F+74.0
37.8
14 715.0
610.0 G+10.0
49.8
STORAGE CALCULATIONS
AREA OF TOP
LENGTH * WIDTH
=
728.99 * 309.72
= 225,783.3
AREA OF BOTTOM
LENGTH * WIDTH
662.89 * 229.87
= 152,378.E
AREA OF MIDSECTION
* 4
LENGTH * WIDTH
=
695.94 * 270.08
= 751,851.6
VOL = (AREA TOP +4*AREA
MIDSECTION + AREA BOTTOM) * DEPTH/6
VOL = (225783.3 +
751851.6 + 152378.3)
* 11/6 =
TOTAL DESIGNED VOLUME = 2,071,690.9 CU.
FT.

5D. Volume of 25 year - 24 hour storm
Volume a 7.0 inches / 12 inches per foot DA
Volume = 130200.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 305942 cubic feet
SS. 0 cubic feet
5C. 130200 cubic feet
50. 130200 cubic feet
TOTAL 566342 cubit: feet
,5 3
6. SUMMARY
Temporary storage period =a======aa=a===a====>
180
days
Rainfall in excess of evaporation"as=aa=a===>
7.0
inches
25 year - 24 hour rainfallR =a=aaaa=a=aa===>
7.0
inches
Freeboard--aaa==na==a==aaa=a======a=a===aoa=>
1.0
feet
Side slopesaa=a=o===aa=ea==as===a==a===a====,
3.0
. 1
Inside top length==aa
720.0
feet
Inside top width=========aaa===a==aana=syaaaa>
310.0
feet
Top of dike elevation====a===========a===a==>
49.8
feet
Bottom of lagoon elevation=========a=a===aa=>
37.8
feet
Total required volume==sa===a======aa== ==>
1819142
cu. ft.
Actual design vol,ume=====__________=====a===>
2034054
cu. ft.
Seasonal high watertabie elevation (SHWT)=j=>
44.5
feet
Stop pumping elev.aaaaa=a==a====a=====______>
45.9
feet
Must be > or = to the SHWT elev.a =aa====>
44.5
feet
Must be > or = to min. req. treatment el.=>
43.8
feet
Required minimum treatment volume=a=====____>
1252800
cu. ft.
Volume at stop pumping elevation===a==a=====>
1429983
cu. ft.
Start pumping elev.=======aam ==aa===as====>
48.1
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfalls=>
1903854
cu. ft.
Volume at start pumping elevation=========a=>
1883607
cu. ft.
Required volume to be pumped-====______=-===>
436142
cu. ft.
Actual volume planned to be pumped=====____=>
453624
cu. ft.
Hin. thickness of soil liner when required==>
1.3
feet
7. DESIGNED BY: Agriment Services CHECKED BY:
DATE:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: _ �_

APB
Non_pischarae P ermrtting
S FE E T l Or 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
doze 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) caste frpm animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
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 25 year rainfall will not =
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to step bumping to maintain lagoon treatment depth.
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. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
.caste entering the lagoon thereby reducing odors. Solids should be =r
covered with effluent at all times. When p echarging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
-. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3eg4:, temporary storage pump -out of the lagoon when fluid level
reaches the elevation 48.1 as marked by permanent marker. Stop pump-.
our- ;,then the fluid level reaches elevation 45.9 This temporary
s,arage, 'less 25 yr- 24 hr storm, contains 436142 cubic feet or -
3'E2344 gallons.
t

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. 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. All surface runoff is to be diverted from the lagoon to stable
outlets.
S. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Baste will
not be applied in open ditches, Do not pump within 200 feet of a
residence or within 100 feet of -a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

+� e,
ARR 6 tcr�
SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF -'TASTE TREATMENT LAGOONS
-- - - ---- --- ------------------
FOU14DATION 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 EARTHFILLPLACEMENT:
-----------------------------------
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 will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL. REQUIREMENTS FOR PLACEMIENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using 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 M'_rNIHUM REQUIRED THICKNESS SHALL BE 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. 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 SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
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 m,�isture 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. When smooth or hard, the previous lift
stall 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-
l-shed 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)
cr using flexible outlets on waste
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:
--------------
r_ cutoff trench shall be constructed under the embankment area when -
shown on a typical cross section in the plans. The final depth of the =Y
cutoff trench shall be determined by observation of the foundation:
mate-rials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
tc the planned type of vegetation as soon as possible after construc-
-.'on according to the seeding specifications. Topsoil should be placed
nn areas of the dike and 3' pad to be seeded. Tam�:orary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should Le established as soon
Sys DOss'ble during the next period of approved seeding dates.
1.10VAL OF EXISTING TLLE DRAINS "=
-------------------------------
•Thee, the drains are encountered, the the will be removed to a minimum
of 1-0 feet beyond the outside toe of slop: of the dike. The the ter,
__-nch shall be wackfilled and compacted with good material such as v�`

" AREA TO BE SEEDED:
SEEDING SPECIFICATIONS
----------------------
10.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
600.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
80,0 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 _ TO MARCH 30
400.3 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
.SEEDING DATES: CECENEER 1 TO MARCH 30
LJ B S
APPLY THE FOLLOWING:
10000.0 LBS, OF 10-10-10 FERTILIZER (1000 LBS./ACME)
20,0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
1000.0 BALES OF SHALL 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. PEN^ACOLA B:?HIAGRASS IS SLOWER TO ES TASLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, I'" IS RECOI•MZNDEO THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUCED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLIVED.

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BE[;LAVILLE, NC 28518 CAROLINA BEACH. SIC ?8428
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0'-I�Y 71'c�aa
` PLANNED
QUANTITY CALCULATIONS
prepared for
Hog S 1 at
US Department of Agriculture
Soil Conservation Service
in
CUMBERLAND County, North Carolina
Designer AGRIMENT SERVICES Checker
Date 07/28/96 � Date
*t*,r�r* rrwwww,►,r*+t+rwK+e+r,t,r**�,r�r*ww*w+r�r+rrt+�rw�.+rtw#wwi,t*w,r*,r,r+e*,r+r�,r**,e*wwfr*+rww*twww
Lagoon Excavation
Estimates
I
** EXCAVATION
**
Bot
Left
Right
Off-CL
I CL
Dist I
Area
Volume
dth
SS
SS
(ft)
I Sta
(ft)
(SgFt)
(Cu.Yds)
188
3:1
3:1
126.0
I
1120+.7
12227.2
79 I
6459.
188
3:1
3:1
126.0
I 2+00
12171.1
I
100 J
14526.
188
3:1
3:1
126.0
j 3+00
12185.4
100 I
22620.
197
3:1
3.1:1
126.0
4+00
12185.0
I
100 I
31029.
224
3.1
3.1:1
126.0
I 5+00
12356.0
100 I
39959.
250
3:1
3.1:1
126.0
I 6+00
2466.5
100 I
49143.
276
3:1
3.1:1
126.0
I 7+00
12492.6
60 I
55973.
428
3:1
3:1
126.0
I 7+60
13654.3
I
36 I
60683.
428
3:1
3.1
126.0
1 795+.5
1
3510.9
tw FILL **
Area
Volume
I (SgFt)
(Cu.Yds)
I
I 0.0
0.0
( 0.0
I
0.@
I 0.0
(
0.0
0.0
0.0
I 0.0
I
0.0
0.0
I
0.0
I 0.0
I
@.0
I 0.0
I 0.0

'JH- F4 23a
• US Department of Agriculture
Soil Conservation Service
-1
CROSS-SECTION DATA
QUANTITY CALCULATIONS n,,'!A
prepared for 4PP
,� 6
4
H o g S l a t mon-Disch�Jrue Pefmifting
in TS:
CUMBERLAND County, North Carolina
Designer AGRIMENT SERVICES Checker
Date 07/28/96 ' Date
wr*,�w#+#**,►�v,t*,tare*w*+www*w*,►w*frr*wwf,r*w,.w*war*,rww*ww*ww**rt*ww,rww:w*ww*k*w+v**t*
Lagoon Excavation Profile
TEMPLATE DATA:
Beginning Elevation = 37.8
Beginning Station - 0+00
0+00 to 0+00 c\3cl648/3
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 48.2 100.0 / 48.1 200.0 / 47.7
500.0 / 47.2 600.0 / 46.7 700.0 / 46.1
0.00000 ft/ft
300.0 i 47.9 400.0 / 47.5
800.0 / 45.5 880.0 / 45.3

01.-ERY 2115/88
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
H o g S JL aL -t
in
CUMBERLAND County. North Carolina
Designer AGRIMENT SERVICES Checker
Date s 07/28/96 " Date
Lagoon Excavation Estimates
TEMPLATE DATA:
Beginning Elevation
n 37.8
Beginning Station
120+.7
120+.7 to 3+60
c\3174c1114/3
3+60 to 3+60
c\3174c1114/3
3+60 to 4+00
c\3174cll23.3/3.1
4+00 to 5+00
c\3174cll49.5/3.1
5+00 to 6+00
c\3174cll75.8/3.1
6+00 to 7+00
c\3174c1202/3.1
7+00 to 7+40
c\3174c1212.5/3.1
7+40 to 7+60
c\3174c1354/3
7+60 to 795+.5
c\3174c1354/3
SECTION NUMBER 1
Centerline Station
120+.7
ORIGINAL DATA:
0.0 / 48.0 100.0
/ 48.0
200.0 / 48.0
0.00000 f t/ f t
0.00000 f t / f t
0.00000 ft/ft
0.00000 ft/ft
0.00000 ft/ft
0.00000 f t / f t
0.00000 ft/ft
0.00000 ft/ft
0.00000 ft/ft
300.0 / 47.9 400.0 / 47.9
SECTION NUMBER 2
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 47.9 100.0 / 47.8 200.0 / 47.7 300.0 1 47.7 400.0 / 47.5
'CTION NUMBER 3
Centerline Station 3+00
ORIG-INAL DATA;
O.0 / 47.5 100.0 r 47.S 200.0 r 47.9 300.0 r 48.0 400.0 / 47.7

Joon Excavation Estimates (continued) 07/28/96
-ECTION NUMBER 4
Centerline Station 4+00
ORIGINAL DATA:
0.0 / 47.3 100.0 / 47.3 200.0 / 47.5
SECTION NUMBER 5,
Centerline Station 5+00
ORIGINAL DATA:
0.0 / 46.8 100.0 / 47.0 200.0 / 47.2
500.0 / 47.2
page 2
300.0 / 47.8 400.0 / 47.4
300.0 / 47.5 400.0 / 47.3
SECTION NUMBER 6
Centerline Station 6+00
ORIGINAL DATA:
0.0 / 46.3 100.0 1 46.5 200.0 / 46.7 300.0 / 47.1 400.0 / 47.1
500.0 / 47.0
..'TION NUMBER 7
Centerline Station 7+00
ORIGINAL DATA:
0.0 / 45.3 100.0 / 45.7 200.0 1 46.1 300.0 / 46.6 400.0 / 46.5
500.0 / 46.6
SECTION NUMBER 8
Centerline Station 7+60
ORIGINAL DATA:
0.0 / 45.2 100.0 / 45.4 200.0 / 45.8 300.0 / 46.1 400.0 / 46.2
600.0 / 46.2 660.0 / 46.3
SECTION NUMBER 9
Centerline Station 795+.5
ORIGINAL DATA:
0.0 / 45.1 100.0 / 45.2 200.0 / 45.5 300.0 / 45.8 400.0 / 45.8
500.0 / 45.8 600.0 / 45.7 660.0 / 45.9

:}&-ISM 2119189
PLANNED
QUANTITY CALCULATIONS
prepared for
Hog S 1 a-t--
US Department of Agriculture
Soil Conservation Service
in
CUMBERLAND County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 07/28/96 ' Date
Dike Fill Estimates
I ** EXCAVATION ** I
**
FILL **
Top
Left
Right
Off-CL
[ CL
Dist
[ Area
Volume [
Area
Volume
'dth
SS
SS
(ft)
I Sta
(ft)
[ (SgFt)
(Cu.Yds)
I
I (SgFt)
(Cu.Yds)
15
3:1
4.1
110.0
I
( 0+00
I
[ 0.0
[ 43.5
[
200
!
0.0
380.9
15
3:1
4:1
110.0
[ 2+00
1 0.0
I 59.4
1
200
[
0.0
930.7
15
3:1
4:1
110.0
4+00
1 0.0
[
89.1
I
225
I
0.0
1907.1
15
3:1
4:1'120.0
1 6+25
[ 0.0
[
145.2
[
200
1
0.0 [
2885.2
15
3:1
4:1
120.0
[ 8+25
[ 0.0
[
118.8
[
200
[
0.0
3783.9
15
3:1
4:1
120.0
1 10+25
j 0.0
[
123.8
j
125
1
0.0 !
4336.3
15
3:1
3:1
90.0
I 11+50
I 0.0
114.8
165
I
0.0
5012.6
15
3:1
3:1
60.0
I 13+15
I 0.0
1
106.5
106
I
0.0 [
5430.2
15
3:1
3:1
239.2
11421+.4
[ 0.0
[
105.4
1
207
1
0.0 1
6236.1
15
3:1
3:1
186.7
11628+.1
! 0.0
105.1
[
220
I
0.0 I
7099.5
15
3:1
3:1
150.0
11847+.9
[ 0.0
I
107.0
1
100
[
0.0 !
7513.4
15
3:1
3:1
150.0
11947+.9
[ 0.0
1
116.6
1
165
!
0.0 [
8146.2
;5
3:1
4:1
100.0
12112+.9
1 0.0
1
90.5
1
100
[
0.0 1
8426.9
15
3:1
4:1
100.0
12212+.9
1 0.0
[
61.0
1
245
I
0.0
8901.0
15
3:1
4:1
110.0
12457+.9
1 0.0
43.5

03-I3:! 2r15153
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Hog S 1. a-t
US Department of Agriculture
Soil Conservation Service
in
CUMBERLAND County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 07/28/96 ' Date
*************************************************************�*****************
Dike Fill Estimates
TEMPLATE DATA:
Beginning Elevation 4 49.8
Beginning Station = 0+00
0+00 to 1132+.5
1132+.5 to 1227+.5
1227+.5 to 1372+.5
1372+.5 to 1780+.4
178(D+.4 to 2055+.4
2055+.4 to 2330+.4
2330+.4 to 2457+.9
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
d/3cll5\4
0.00000
ft/ft
d/3cll5\3
0.00526
ft/ft
d/3cll5\3
0.00000
ft/ft
d/3cll5\3
0.00368
ft/ft
d/3cl15\3
0.00000
ft/ft
d/3c115\4
-.00727
€t/ft
d/3cll5\4
0.00000
ft/ft
0.0 / 47.7 100.0 / 47.8 200.0 / 47.9
SECTION NUMBER 2
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 47.5 100.0 / 47.3 200.0 47.3
SECTIO17 NUMBER 3
Centerline Station 4+00
)R_G.TNAL DATA:
0.0 / 46.7 100.0 / 46.5 200.0 it 46.3
SECTION NUMBER 4
Centerline Station 6+25

14.A0 / 43. / IWO.+0 / 45.L 1b5-W / 43.1
ke Fill Estimates (continued) 07/28/96
SECTION NUMBER 5
Centerline Station 8+25
ORIGINAL DATA:
0.0 / 46.6 100.0 / 45.8 190.0 / 45.6
SECTION NUMBER 6
Centerline Station 10+25
ORIGINAL DATA:
0.0 / 46.6 100.0 / 45.8 200.0 / 45.2
SECTION NUMBER 7
Centerline Station 11+50
ORIGINAL DATA:
0.0 / 45.8 100.0 / 45.7 160.0 / 45.9
7TION NUMBER 8
Centerline Station 13+15
ORIGINAL DATA:
0.0 / 45.8 100.0 / 46.6 200.0 / 47.0
SECTION NUMBER 9
Centerline Station 1421+.4
ORIGINAL DATA:
0.0 / 46.1 100.0 / 46.6 200.0 / 46.5 300.0 / 46.6
SECTION NUMBER 10
Centerline Station 1628+.1
ORIGINAL DATA:
0.0 / 47.2 100.0 / 47.5 200.0 / 47.3 300.0 / 47.2
SECTION NUMBER 11
Centerline Station 1847+.9
ORIGINAL DATA:
0.0 / 47.9 100.0 1 48.0 200.0 / 47.7
page 2
. rc CTION NUMBER 12
Centerline Station 1947+.9
DATA:
n rr n 7 n* n i n c

ke.Fill Estimates (continued) 07/28/96
SECTION NUMBER ' 13
Centerline Station 2112+.9
ORIGINAL DATA:
0.0 / 47.7 100.0 / 48.0 200.0 / 48.1
SECTION NUMBER 14.
Centerline Station 2212+.9
ORIGINAL DATA:
0.0 / 47.7 100.0 / 48.1 200.0 / 48.2
SECTION NUMBER 15
Centerline Station 2457+.9
ORIGINAL DATA:
0.0 / 47.7 100.0 / 47.8 200.0 / 47.9
page 3

C&-iR!{ ?11i188
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Hog Slat
in
CUMBERLAND County, North Carolina
Designer AGRIMENT SERVICES Checker
Date 07/28/96 ' Date
****************************************,:;************************************
Pad Fill E;
Top
Left
Right
Off-CL [
CL
Dist
nth
SS
SS
(ft) [
Sta
(ft)
210
3:1
3:1
[
200.0 [
0+00
[
100
210
3:1
3:1
200.0 [
1+00
[
100
210
3:1
3:1
200.0 (
2+00
[
100
210
3:1
3:1
200.0 [
3+00
[
100
305
3:1
3:1
200.0 [
4+00
[
100
305
3:1
3:1
200.0 J
5+00
[
100
305
3:1
3:1
200.0
6+00
(
5fl
305
3.1
3:1
200.0 J
6+50
;timates
** EXCAVATION **
j **
FILL **
Area
Volume J
Area
Volume
(SgFt)
(Cu.Yds)
[ (SgFt)
(Cu.Yds)
0.0
0.0 J
2939.5
0.0
786.6
0.0 [
5900.4
0.0
[
812.3
0.0 [
9049.4
0.0
[
888.2
0.0 J
13041.1
0.0
1267.4
0.0 i
17991.3
0.0
1405.8
0.0 [
23706.0
0.0
[
1680.2
0.0 [
26789.6
0.0
11650.2

Q�-:3H �tsla�
US Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
H o S S 1. a 't
in
CUMBERLAND County, North Carolina
Designer : AGRIMENT SERVICES Checker
Date : 07/28/96 ' Date
Pad Fill Estimates
TEMPLATE DATA:
Beginning Elevation = 50.3
Beginning Station - 0+00
0+00 to 3+20 d/3130c1180\3 0.00250 ft/ft
3+20 to 6+00 d/31125c1180\3 0.00250 ft/ft
6+00 to 6+50 d/31125c1180\3 0.00000 ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0.0 / 46.6 100.0 / 46.5 200.0 / 46.6 300.0 / 46.7 400.0 / 46.8
SECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0.0 / 47.1 100.0 / 47.1 200.0 / 47.0 300.0 / 47.0 400.0 / 46.9
SECTION NUMBER 3
Centerline Station 2+00
ORIGINAL DATA:
0.0 / 47.5 100.0 / 47.3 200.0 ! 47.2 300.0 i 47.1 400.0 / 47.e
SECTION NU14BER 4
Centerline Station 3+00
A :'S T r`• T 1T T � Y1 71 T yS

:'Fill Estimates (continued) 07/28/96 page 2
SECTION NUMBER 5
Centerline Station 4+00
ORIGINAL DATA:
0.0 / 48.0 100.0 / 47.7 200.0 I 47.4 300.0 / 47.1 400.0 / 46.7
SECTION NUIMBER 6
Centerline Station 5+00
ORIGINAL DATA:
0.0 / 47.7 100.0 / 47.5 200.0 ! 47.3 300.0 / 46.9 406.0 / 46.5
SECTION NUMBER 7
Centerline Station 6+00
ORIGINAL DATA:
0.0 / 48.0 100.0 / 48.0 200.0 / 45.7 300.0 / 46.1 406.0 / 46.7
SECTION 21TUMBER 8
Centerline Station 6+50
ORIGINAL DATA:
0.0 / 48.0 100.0 / 48.0 200.0 / 46.0 300.0 / 46.1 406.0 / 46.7

TYPICAL DROSS-sacriON OF
LAGOON OONSTRUCTION WITH
PARTIAL CLAY LINER
I FF T THICK CLAY LINER �
FILM. (MINIHUN) +
+ FILL
---�-�- AVERAGE (MOMD
ANPLAGE GROUND "�----_
VARIA11LE l EXCAVATE THIS AREA AND VARIABLE SANDY MATERIAL
SAM1� MATERIAL ti BACKFILL WITH CLAY ! NO CLAY
HD CLAYr-
1
FEET THIC FEET THICK -
CLAY LINER CLAY LINER
EXCAVATE
SAPPY CLAY -CLAY SANDY CLAY -CLAY
AMITIONAI.-EXCAVATION DUE TO LINERt
TRACE DEPTH TO CLAY 9,'A X 1•$ FEET THICK X DISTANCE- 41D cutsic FEIrr = iS1•, �cUBIC YARDL
27 CUBIC F=r/CUBIC YARDS
UM: WWN AREAS OF UNSUITABLE MATERIAL AIIE EMCDNTERED, THEY WILL NEED TO BE EXCAVATED A MINImm OF
FEET BELOW GRADE, BACKFILLED AND COlrACTED WITH A SCS APPROVED MATERIAL (SC, CL, CAI).

TYPICAL VIEW OF A ONE.STAGR LAGOON SYSTEM
Cowalinment Building Top Width
Settled 'fop Elevation 49.Er
Pipe invert Elevation
77.
,: Ss 3
Pit
7 TREATMENT
LAGOON
Depth =_
Pipe (Needs to be adequately
supported)
Bottom Illevatioa.�
NOTE: RIP -RAP, FLEXIBLE PIPE OR OTHER SUITABLE MATERIAL WILL BE
PLACED AT PIPE OUTLETS TO PREVENT EROSION OF CLAY LINER
SS,:�

lull
HIM Iffiff-1011
Mull 11 1

. Non-Disch�rru� �,,'�rtffn
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/
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YES
NO
/ f
WILT. SI"I 131" -AFT (7 F1T) BY ANY ZON1\1(r LAWS?
YES
NO
Iti SITE 100 FT, FROM PERFNNiAL " 1 LUT, LINT-." STREAM?
YES
/NO
TF. 'WI'I
._
IS SI HIN 100 YEAR F1.001) PLAIN?
YES
NO
wwm
%VLT.I.'rIpS PROJECT AFPZCT WETL.ANllS''
li YES, SPECIFY.
-----------------------------------------
I-' NTVTP0NAWFNT,k1, FACTORS
SPEC.'1F.S?
:P�CII�1l'LOGIC j\1.: •IiS'I'CI?R.IC AL Sr ".?
YES NO /

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AGRIMENT SERVICES INC.
Soils Investigation
NAME 7DMZjj., DATE Z '16
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ADDRESS- P-0, 1306
LOCATION 4' Pei I, is k,.,l
SKETCH OF PROJECT SITE
WATER
TABLE
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WASTE UTILIZATION PLAN
DATE AUGUST 7, 1996
Producer: TDM FARMS
Location: P.O. BOX 308
NEWTON GROVE, NC 28366
Telephone: [phone]
Type Operation: FARROW TO FEEDER
Number of Animals: 2400
APR i1 ;rrr
Page 1
The waste from your animal facility must be land applied at a specified
rate to prevent pollution of surface and/or groundwater. The plant
nutrients in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops in the fields where waste
is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application
cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner. Always
apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can
utilize. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and available
water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special pre-
cautions, waste may be applied to land eroding at up to 10 tons per
acre per year. Do not apply waste on saturated soils, when it is
raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM
regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of the nutrients
for crop production and to reduce the potential for pollution, the
waste should be applied to a growing crop or applied to bare ground
not more than 30 days prior to planting. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
This plan is based on waste application through irrigation for this
is the manner in which you have chosen to apply your waste. If you
choose to inject the waste in the future, you need to revise this
plan. Nutrient levels for injecting waste and irrigating waste are
not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage require-
ments should be based on the waste analysis report from your waste
management facility. Attached you will find information on proper
sampling techniques, preparation, and transfer of waste samples to
the lab for analysis.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC,2H.0217 adopted by the Environmental
Management Commission.

WASTE UTILIZATION PLAN
k4OUNT OF WASTE PRODUCED PER YEAR (GALLONS, FT3, TONS, ETC.)
2400 hogs x 7.3 tons waste/hogs/year = 17520 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2400 hogs x 6.5 PAN/hogs/year = 15600 lbs. PAN/year
Applying the above amount of waste is a big job. You should plan time
and have appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and surface application.
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
FIELD
SOIL TYPE & CLASS-
DETERMINING PHASE
CROP
CODE
YIELD
LBS
AW N
PER AC
COMM N **
PER ACRES
AC
* LBS
AW
USED
APPLIC.
TIME
3979
1
AUA
BH
5.5
275
42
11550
3979
-1
AUA
SG
1
50
42
2100
3979
2
AUA
BH
5.5
275
3
825
3979
'2
AUA
SG
1
50
3
150
3979
3
AUA
BH
5.5
275
6
1650
3979
'3
AUA
SG
1
50
6
300 .
3979
4
LE
BH
4
200
8
1600
3979
'4
LE
SG
1
50
8
400
0 .n
0
0
Total
18575
Indicates that this field is being overseeded (i.e. interplarited.)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
7hile meeting the N requirements. Beginning in 1996 the Coastal Zone
Aanagement Act will require farmers in some eastern counties of NC to
have a nutrient management plan that addresses all nutrients. This
plan only addresses Nitrogen.

WASTE. UTILIZATION PLAN
.
TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate
land. See required specifications 2.)
Page .3
TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM N ** * LBS
DETERMINING PHASE CODE AW N PER ACRES AW
PER AC AC USED
0
0.
0
0 =
0
0
0
Total 0
Indicates that this field is being overseeded (i.e. interplanted)
or winter annuals follow summer annuals.
** Acreage figures may exceed total acreage in fields due to
overseeding.
* lbs AW N (animal, waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
LBS N
APPLY
CROP CODE
CROP
UNITS PER UNIT
MONTH
BH
HYBRID BERMUDAGRASS-HAY
TONS
50
APR-SEPT
C
CORN
BUSHELS
1.25
MAR-JUNE
SG
SMALL GRAIN OVERSEED
AC
50
SEPT-NOV .'
SA
SUMMER ANNUALS
AC
110
APR -MAY
WA
WINTER ANNUALS
AC
100
SEPT-NOV •;
BP
HYBRID BERMUDAGRASS-PASTURE
TONS
50
APR-SEPT
DSB
DOUBLE CROP SOYBEANS
BUSHELS
4
JUN-SEPT
FH
TALL FESCUE -HAY
TONS
50
SEPT-APR
FP
TALL FESCUE -PASTURE
TONS
50
SEPT-APR
SB
SOY BEANS
BUSHELS
4
JUN-SEPT
W
WHEAT
BUSHELS
2
FEB-MAR

WASTE UTILIZATION PLAN Page 4
TOTALS FROM TABLES 1 AND 2
ACRES LBS AW N USED
TABLE 1 51.0 18575
TABLE 2 0
TOTAL
AMOUNT OF N PRODUCED
*** BALANCE
X
,St. 0 18575
15600
-2975
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic
land application of sludge at agronomic rates. The sludge will be
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
facility will produce approximately pounds of plant
available nitrogen (PAN) per year in the sludge that will need to be
removed on a periodic basis. This figure is PAN when broadcasting
the sludge equipment, may be needed when you remove this sludge.
See attached map showing the fields to be used for the utilization of
waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of
the soil at the time of irrigation such that runoff or ponding occurs.
This rate is limited by initial soil moisture content, soil structure,
soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the
soil at the time of irrigation nor should the plant available nitrogen
applied exceed the nitrogen needs of the crop.
Your facility is designed for 180 days of temporary storage
and the temporary storage must be removed on the average of once every
6 months. In no instance should the volume of waste being stored in
your structure be within 1.7 feet of the top of tO dike.
0

WASTE UTILIZATION PLAN
Page .5
?f surface irrigation is the method of land application for this plan
_t is the responsibility of the producer and irrigation designer to
'.nsure that an irrigation system is installed to properly irrigate the
acres shown in Tables 1 and 2. Failure to apply the recommended rates
and amounts of Nitrogen shown in the tables may make this plan invalid
Call, your Agriment Services representative for assistance in determining
the amount of waste per acre and the proper application rate
prior to beginning the application of your waste.
NARRATIVE OF OPERATION: f} 4,4 ast "
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�r S G�a'�J' f° .kvq �Cr s a e S A t / C C aK t /W/a 1/
// � f �r WV.L /7'/% �. �H.! i 0 ti u •a&' /'t
Adtx.
"HACKS 71coc ins sip/� /4no� TO /�r�d / �I w4� 4

WASTE UTILIZATION PLAN
Plans and Specifications
Page.6
Y., Animal waste shall not reach surface waters of the state by runoff,
drift, manmade conveyances, direct application, or direct discharge
during operation or land application. Any discharge of waste which
reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division
of Environmental Management for every day the discharge continues.
2. The Local NRCS office must have documentation in the design folder tha
the producer either owns or has long term access to adequate land
to properly dispose of waste. If the producer does not own adequate
land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable
proximity, allowing him/her the use of the land for waste application
for the life expetancy of the production facility. It is the
responsibility of the owner of the facility to secure an updated Waste
Utilization Plan when there is a change in the operation, increase in
the number of animals,- method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen
needs for realistic crop yields based on soil type, available moisture,
historical data, climate conditions, and level of management, unless
there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied
System (RMS) or an Alternat
is used the soil loss shall
year and appropriate filter
the field. These filter st
required by DEM. (See FOTG
390 Interim Riparian Forest
to land that has a Resource Management
ive Conservation System (ACS). If an ACS
be no greater than 10 tons per acre per
strips will be used where runoff leaves
rips will be in addition to "Buffers"
Standard 393-Filter Strips and Standard
Buffers).
5. Odors can be reduced by injecting the waste or disking after waste
application. Waste should not be applied when the wind is blowing.
6. When animal waste is to be applied on acres subject to flooding, it
will be soil incorporated on conventionally tilled cropland. When
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" in
the NRCS Technical Reference - Environment file for guidance.
7. Liquid waste shall be applied at rates not to exceed the soil infil-
tration rate such that runoff does not occur offsite or to surface
waters and in a method which does not cause drift from the site during
application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall
event, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that no more than 20 to 25 percent of the leaf area is covered.

WASTE UTILIZATION PLAN Page 7
.10. Waste nutrients shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste
nutrient loading rates on these soils should be held to a minimum
and a suitable winter cover crop planted to take up releassed
nutrients. Waste shall not be applied more than 30 days prior to
planting of a crop on bare soil.
11. Animal waste shall not be applied closer than 25 feet to surface
water. This distance may be reduced for waters that are not perennial_.::;.
provided adequate vegetative filter strips are present. (See standard
393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings
other than those owned by the landowner.
14. Waste shall be applied in a manner not: to reach other property and
public right -of ways.
1S. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by discharge or by over -spraying. Animal waste may be
applied to prior converted wetlands provided they have been
approved as a land application site by a "techinal specialist".
Animal, waste should not be applied on grassed waterways that discharge
into water courses, except when applied at agronomic rates and the
application causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers,
toilets, sinks, etc., shall not be discharged into the animal waste
management system.
17. Lagoons and other uncovered waste containment structures must maintain
a maximum operating level to provide adequate storage for a 25-year,
24-hour storm event in addition to one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be established on
all disturbed areas (lagoon embankments, berms, pipe runs, etc.). -_
If needed, special vegetation shall be provided for these areas and
and shall be fenced, as necessary to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are
limited to areas where considered appropriate. Lagoon areas should beJ:--.y
kept mowed and accessible. Lagoon berms and structures should be
inspected regularly for evidence of erosion, leakage or discharge.
19. 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.
20. 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.

WASTE UTILIZATION PLAN Page.8
NAME OF FARM: ID M #a0
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above.
I (we) know that an expansion to the existing design capacity of
the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
Division of Environmental Management (DEM) before the new animals
are stocked: I (we) also understand that there be no discharge
of animal waste from this system to surface waters of the state
from a storm event less severe than the 25 year, 24 hour storm.
The approved plan will be filed on -site at the farm office and at
the office of the local Soil and water Conservation District and
will be available for review by DEM upon request.
I (we) understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1-day storm event. I also
certify that the waste will be applied on the land according to
this plan at the appropriate times and at rate that no runoff
occurs.
NAME OF FACILITY NER: TDM FA S
y
SIGNATURE: DATE:
NAME OF MANAGER (if different from owner):
SIGNATURE: DATE:
NAME OF TECHNICAL SPECIALIST: RONNIE G. KENNEDY JR.
AFFILIATION: Agriment Services Inc.
P.O. Box 1096
1 v' a Nr 28518 7 G
SIGNATURE: DATE:

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C.B. 293!

System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wear. In particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the system with excessive pressure
results in smaller droplets, greater potential for drift, and accelerates wear of the
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged
intakes or crystallization of mainlines will reduce operating pressure. Operating ,
below design pressure greatly reduces the coverage diameter and application
uniformity.
For the above reason, you should calibrate your equipment on a regular basis to
ensure proper application rates and uniformity. Calibration at least once every
three years is recommended. Calibration involves collecting and measuring flow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application amount.
without having to perform additional calculations. However, pans, plastic buckets,
jars, or anything with a uniform opening and cress -section can be used provided
the liquid collected can be easily transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly
throughout the application area at several distances from sprinklers. For traveling
guns, sprinklers should be located along a transect perpendicular to the direction of
pull. Set out collection containers 25 feet apart along the transect on both sides of
the gun cart. You should compute the average application rate for all
nonuniformity 'of the application. On a windless day, variation between containers
of more than 30 percent is cause for concern: You should contact your irrigation
dealer or technical specialist for assistance.
`Reprinted for Certification Training for Operations of Animal 1,4/asce Management Systems Manual '�'

EMERGENCY ACTION ELAN
Using this outline as guidance, you should develop a specific emergency action plan for
your waste handling system. This plan will be implemented in the event that wastes from
your operation are leaking, overflowing, or running off the site. You should NOT wait
until wastes reach surface waters or leave your property to consider that you have a
problem. You should make every effort to ensure that this does not happen. This plan
should be available to all employees at the facility, as accidents, leaks, and breaks could
happen at any time. Your plan should follow this format:
Stop the release of wastes. Depending on the situation, this may or
may not be possible. Suggested responses to problems are listed below:
a. = Lagoon overflow —possible solutions are:
add soil to berm to temporarily increase elevation of dam —any
permanent alteration of the dam should be approved by a
qualified technical specialist
pump. wastes to field at an acceptable rate
stop all additional flow to the lagoon (waterers) —hold waste in
house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: These activities should be started when your lagoon level has exceeded the
temporary storage level.
b. Runoff from waste application field —actions include:
immediately stop waste application
create a temporary diversion or berm to contain the waste on
the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators —actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
d. Leakage from base or sidetiva[I of lagoon. Often these are seepage as
opposed to flowing leaks —possible action":
dig a small well or ditch to catch all seepage, put in a
submersible pump, and pump back into lagoon -
if holes are caused by burrowing anima[s,trap or remove
animals and fill holes and compact with a clay type soil
other holes may be like vise temporarily plugged with clay soil
"Lagoon problems requr're the consultation of an individual
experienced in the design and installation of lagoons for permanent
repair measures.

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 notes, such as employee injury,fish Dills, or property
damage?
3. Contact appropriate agencies.
0

Appendix A
COOPERATIVE
NATURAL RESOURCES CONSERVATION SERVICE
EMERCENCY
EXTENSION SERVICE
AND SOIL b[ WATER CONSERVATION DISTRICT
MANACEMENT SYSTEM
OFFICE
CHATHAM
PO Box 278
PO Box 308
919-542-2911
Pittsboro, NC 27312
Pittsboro, NC 27312
919-542-8202'
919-542-8240
CHEROKEE
115 Peachtree St., Suite 103
County Office Building
704-837-7 352
Murphy, NC 28906
115 Peachtree Scree:
704-837-2917
N[urphy, NC 28906
704-837-6417
CHEROKEE RESERVATION
PO Box 456
Cherokee, NC 28719
704-497-3521
CHOWAN
PO Box 1030
414 Nest Queen Street
919-482-4365
Edenton, NC 27932
Edenton, NC 27932-1735
919-482-8431
919-482-4127
CLAY
PO Box 156
PO Box 57
704-389-9640
Hayesville, NC 28904
Hayesville, NC 28904
704-389-6301
704-389-9764
CLEVELAND
130 South Post Road
Food Lion Buildin8
704-484-4841
Shelby, NC 28150
124-1 South Post Road
704-482-4365
Shelby, NC 28132
704-482-1906
COLUMBUS
PO Box 569
County Courthouse annex Building
910-640-5610
Whiteville, NC 28472
112 Nest Smith Strut
910-640-6605
Whiteville, NC 28-;`3-3:312
910-642-2348
CRAVEN
300 Industrial Drive
302 Industrial Drive
919-636-6608
New Bern, NC 28562
New Bern, NC 28562-5434
919-633-1477
919-637-2547
CUMBERLAND
PO Box 270
Charlie Rose Agri -Expo Center, Suite
910-483-3903
Fayetteville, NC 28306
229
910-484-7156
121 East �V[OLIrltain Drive
Fayetteville, NC 28306-3422
910-484-8939
CURRITI;CK
PO Box 10
PO Box 69
919-232-2115
Currituck, NC 27929
Currituck, NC 27929
919-232-2261
919-232-3360
\'orrh Carolina Srae Chjiversitr 141

OPERATION & MAINTENANCE PLAN
'Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquiirf; This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes —look for:
1 . separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
En

Lagoon surface --look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment —look for:
1. settlement, cracking, or "jug" holes
2. side slope stability —slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. if your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps —check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should pertorm your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2, diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This wil
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of i pound per 1.000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. - Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

Practice water conservation —minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper -agitator impeller
pump through large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and'crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
v,astes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the %vind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which.may lead to lagoon failures include:
Modification of the lagoon structure —an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels —high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity —protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: if lagoon water is allowed to overtop the dam, the moving water will soon cause
sullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

m
Surface water Diversion Terrace
Around Outer Perimeter of Lagoon
Maximum Liquid Level
0
a
Leve!
Lagoon Level Markers
Lagoon Liner
Freeboard = 1 foot minimum
kid 25-Year, 24-Hour Storm Storage i
Temporary Liquid Storage
Permanent Liquid Treatment
Accumulation
to 15 Years
Fig, 2-1. Schematic u(na anaerobic waste treatment lagoon (note that this drawing is
trot to scale).

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for Future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes —look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall conditicn of pipes

Lagoon surface —look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment —look for:
1. settlement, cracking, or "jug" holes
2. side slope stability —slumps or bulges
3. , wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons, You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps —check for proper operation of:
1, recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be.
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1, adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after, construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of ] pound per '2000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
PH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity, Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the .oetter the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

Management:
Practice water conservation —minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level -should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetatic�n, roder;t, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a ciosure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal: .
Rate of lagoon sludge buildup can be reduced by:

proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designed basin, or
minimizing feed wastage and spillage.
Lagoon sludge that is removed annuarly rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper -agitator impeller
pump through large -bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to de;vater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag -line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this i[ should probabiy be applied to iand with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil -test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible -Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which.may lead to lagoon failures include:
Modification of the lagoon structure —an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels —high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity —protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving -water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

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

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SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
$ource Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production 1 } Vegetative or wooded buffers:
[ ) Recommended best management
yactices:
bf/Good judgment and common sense
tVI Animal body surfaces Dirty manure -covered animals Dry floors
Floor surfaces Wet manure -covered floors Vf/Slotzed floors:
ivf"Waterers located over slotted floors;
[ I Feeders at high end of solid floors;
{ } Scrape manure buildup from floors;
{) Underfloor ventilation for drying
Manure collection pits Urine ( Frequent manure removal by flush,pit
reeharge,or scrape
Parital mieorbial decomposition { I Underfloor ventilation
Ventilation exhaust fens Volatile gases; Fan maintenance;
Dust M/Efficient air movement
Indoor surfaces Dust [ Washdown between groups of animals
() Food additives:
[ } Feeder covers;
} Feed delivery downspout extenders to
feeder covers
lush tanks Agitation of recycled lagoon ( ) Flush tank covers
liquid whiles tanks are filling { } Extend fill lines to near bottom of
tanks with anti -siphon vents
Flush alleys Agitation during wastewater f 1 Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon f 1 Extend rachard lines to near bottom of
liquid while pits are filling pits with anti -siphon vents
Lift stations Agitation during sump tank filling [ ► Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater [ 18ox�covers ~
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater VExtend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions J'roper lagoon liquid capacity
Biological mixing 11q Correct lagoon startup procedures
Agitation tvfoMinimum surface area-to-voluma ratio
tl,rMinimum agitation when pumping
f 1 Mecr+anicsl aeration
( j Proven biological additives
Irrigation sprinkler nozzles High pressure agitation Wltrigate on dry days with little or no wind
Wind draft f ) Minimum recommended operation pressure
M'Pump intake near lagoon liquid surface
( I Pump Irom second-staga lagoon
AMOC--November 11, 1996

Storage tank or basin Partial microbial decomposition ( I Bottom or midlevel loading
syrfaca Mixing while filling (J Tank covers
Agitation when emptying O Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition (} Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying {) Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading i ) Soil injection of slurry/sludges
spreader outlets Volatile gas emissions { Wash residual manure from spreader after use
{) Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying () Soil infection of slurry/sludges
or sludge on field surfaces (} Soil. incorporation within 48 hours
{) Spread in thin uniform layers for rapid drying
I) Proven biological additives or oxidants
Dead animals Carcass decomposition' 7proper disposition of carcasses
Dead animal disposal Carcass decomposition ( ) Complete covering of carcasses in burial pits
pits { J Proper location/construction of disposal pits
Incinerators Incomplete combustion ( ) Secondary stack burners
Standing water around Improper drainage ( Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management; 0200 Rule1BMP Packet
NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
NCSU-SAE
Swine Production Facility Manure Management: Pit Recharge --lagoon Treatment; ESAE 128-88
NCSU-SAE
Swine Production Facility Manure Management: Underfloor Fluse--lagoon Treatment; EBAE 129-88
NCSU-BAE
Lagoon Desig and Management for livestock Manure Treatment and Storage; EBAE 103-83
NCSU-SAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33
NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual
NC Pork Produces 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, 199S Conference Proceedings Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
l certify the aforementioned odor control Best Managment Practices have been reviewed with me.
( downer Signature)
AMOC-.November 1 1 , 1996

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flue Gutters Accumulation of solids FEush system is designed and operated
sufficiently to remove accumulated
�ilds from gutters as designed.
w Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (vS Maintain lagoons, settling basins and
pits where poet breeding is apparent to
minimize the crusting of solids to a depth
of no more then 6-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Food. Spillage Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
( 1 Clean up spillage on a routine basis (e.g. 7.10 day
interval during summer; i S-30 day interval during winter).
Feed Storage Accumulations of feed residues 1orReduce moisture accumulation within and around
immediate perimeter of food storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
(i Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes ( ) Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
(j 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).
AMIC--November 1 1, 1996

Dry Manure handling Accumulations of animal wastes f I Remove spillage on a routine basis (e.g. 7-10 day
Systems interval during summer, 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
(I Provide for adequate drainage around manure stockpiles.
(I Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked () pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
lcv- 1 DM
/ (Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
AMIC—November 11, 1996

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

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER CUALITY (DWQ) 910-Lm- 45"-fl
EMERGENCY MANAGEMENT SERVICES (EMS) 910-193--OIQ3
SOIL AND WATER CGi 1SERVATION DISTRICT (SWCD) V-1Vq-0v1
NATURAL RESOURCES CONSERVATION SERVICE JNRCS) 9j*-q8q- 2-ra4
COOPERATIVE EXTENSfON SERVICE (CES) 9tO- y$�- 71S4
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running -f site. You should not wail 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 doe 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 c- wastes. Depending on the situation, this may or may not be
possible. Suggas.-3d responses to some possible problems are listed below.
A. Lagoon cve-flow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump v.-_:stes to fields at an acceptable rate.
c. Stop -JI `:ovjs to the lagoon immediately.
d. Call a p-roping contractor.
e. Make s-..-e r.o surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Imrn,e.ji= _el%,, stop waste application.
b. Creata a temporary diversion to contain waste.
c. Incorp.c::.te waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evt:luau, :he application rates for the fields where runoff occurred.
C. Leakacje :` .:na waste pipes and sprinklers -action include:
a. Stop cle pump.
b. Stop pump.
c. Clese . ,e; to eliminate further discharge.
d. Repai. leaks prior to restarting pumps.
D. Leakac;e :r::: ' �.Lsil systems, houses, solid separators -action include:
a. Stcp re.:. zie pump.
b. Stc� irr __c;)n pump.
C. ma::e s .t: e r,o siphon occurs.
d. Stcp L.I. - ovis in the house, flush systems or solid separators.
e. Re; air teaks prior to restarting pumps.
E. Leakac a r.. :ase or sidewafi of lagoon. Often this is seepage as opposed
to flov.inj poss;ble action:
a. D:c: a :,ammo or ditch away fro=m the embankment to catch all
seepa,.., p... a submersible pump, and pump back to lagoon.
b. If i-;lEs :..,a paused by burrowing animals, trap or remove animals and fill
holes ..sic t.::.��ac; v.ith a clay type soil.
C. Hal. G j „f.:ssional evaluate the condition of the side walls and lagoon
.botton. a., jr, as possible.
7

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 notes, 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 the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, 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 the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -
site damage.
a. Contractors Name: d C� ����, Cd ►c ICc�'
b. Contractors Address:NRc
c. Contractors Phone: 93 o v
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: G. Fox Jn P. F.
b. Phone: S4?—a4--ko _
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan
to keep problems with release of wastes from happening again.

Technical Specialist Certification
I. as a ca':ar•.i.:al specialist designated by the North Caroli.^.a Soil and Water Conscriatior, Corn:rjssion pursuant to IS..�
NC -�C v= .&_'-M. 1 certify that the animal waste management system for the farm nar,.cd abase has an anittul waste
cr_3.: ak_r-:rnt pi An chat meets or exceeds standards and spe_cificacions of the Division of `tarta2_mcnt as
cn 15.E NCAC 2H.0217 and the USDA-Yatural R:scun;s Conservation Service ( RCS) and.or the North Carolina
Sc:. ;.: VL"accr Conservation Corarnission pursuant to 15A `CAC 2H.0617 and 15A `CAC 6F X1-.CO05. The tollowine
e a arc included in the plan as applicable. While each ategory designates a technical specialis: who [tray sign eat
(SD, Si. WIL P, RC,1) the technical specialist should oaly ertify parts for white the, ar.::.z,s,icaily compceenc.
II . Certification of Design
A) Collection, Storage, TreMment System
C e: .i :re ;opropriute box
() Exi.tin 'acil'ty without recroit (SD or WUP)
Storage volume is adequate for operation capacity, storage capability consistent with waste utilization requirements.
( \ew. exoanded or recrontced facilir, (SD)
A ninul waite storage and treatment structures, such as but not limited to collection s ste=.s, lavopH"ji6ronds. ha%e
been designed to meet or exceed the minimum standards and specifications. ,���•���H CARp
Name of Technical Specialist (Please Print)
L i
iQ Air. r v C i1 i . y i
Ac:dresslkAgea �cv) � � X r '� i � � �g Phone No, � 543`��F'�`'��N�
$; L d a p o iicats g n Site (« -P)
. :c plan provides for rrunimum separation (buffers): adez=e amount of land 'or x;as;e -hoen rop is
s::i:a'oIt for waste rtar:age .tent; hFdraulic and nucrien: leading rates.
Name of Technical Specialist (Please Print):
-f-77 a=saes �
• d • �cX 1 cgG 13« 1.."1lt ti L a2St5lj wirk (� ~_41 7��t
�dd-ess (A_enc•r)! Phone No:
C' Rurmt!'' Cnncrols from Exter'oir hnt5
box
wl.theut ext •:cr lots (SD or WUF or RC)
crigrit ces 11;RC)
".e..,_�s :a :niatruxe the run off or pollutants from feurg: tg 3r d heavy use ar as ha�c 4=n .c_ _ _sl in
e :.:.ical standards �ev_loocd by MRCS.
Name of Technical Specialist (Please Print): �/_I/ me _ •__/-wnr��•: �•
_'... :_ __�~. .. ���. ff r Phone No.: c'IF

DI A licution and Handling E ui m n
0-e, i box
t E.x,_ttnt or-.xoardi '.Wtth=xistin wj§te euui menc (W UP or i;
. .Ira! waste application t. uipmcnt spcciFed in the c:as has Lien either field-afibrattd or-valu3tcd i:, 3ccor�:i:,e
-4Ic'- e.x:stLng design Char's and rabies and is able to ap_i- waat; as necessar to accommodate th- wa:t- rtUndZ-t-Cnt
i=ian: tcx;scing application equipment can cover the a:� r_;uired by the plan at rates not :o cxcz�'-d c:th_r the
scc';r:cd hydraulic or nutrcnt loading rates, a schcd_ie 'or tM-un$ or application has ^ern es:abi,;hcd: required hu" ers
'oc traLntained and _alibration and adjustment gui�:3-.. a art :ontained as part of the plan-,
• `c.� a.xaanded or e.xistin fac';lit•. •.vit out ex'st' LL e a !'cation u'oment f , ' ' ( - -- s 1 ta_ oc r e4 1 or sera Iri a ,o
.-�.:,maI waste application equipment specified is the pian has bccn designed to apply waste as nxassar•: to
aczommoLlate the waste management plan; {proposed application equipment can cover the area r:cuir:d by the pla.R at
rates not :o exceed either the specified hydraulic or at.t^eat loading races: a schedule for tirsng orapplications has
Ie..- zan be maintaine4; :a:;braticn and adjusimunc guir',anc:. ar- contained as part of tae
Alan).
f)
`ew.ex an ed.or existin facility without existing w�a;.e 3 fication ui menc for !and s %adin, , of usin Sum -
irrigation. (WUP or I)
�.Rit:sal k•asce application equipment specified is the pica has been selected to apply waste as necessar;; to
a,:Lommcdace the waste nanagetneic plan; (proposed cp piicacion equipment can cover the area roc aired by the plan at
rates net to exceed either the specified hydraulic or au:=_-;t loading rates: a schedule for :i;.i:r; aec!i^�ani�ai
'_ercn .stabkshed: regale bur;_rs can be maintained: zaiibracion and adjustment guidance are are _orair
.Q-'
. wasto rzwagemcnc 'tar. for this cac� icy includes a vy-a;te Management Odor Control C tztii'st, an Insect Car trot
�K:iSi. 3 Nlortalll[y Nlanagcm.-m Checklist and ar. _:ntrge.. Action Plan. Sour:_s .i vk?[:, aLlIers 3,^.d it L� .'.3:'e
.-a:,-,aced with re, _ .:e this site and Best Mana;ement Practices to yiiritruza Odors andBcs: Nlana2-men-
?-az:i es :o Control Inse::s ha:•- been selected and ire;-d d in :he waste management plan. not^ :hc Moralir-;
a .'dam ere Plan any r��.^,CV �CIIOq t71a:. 3: COr:Qlet� and can be lmQle.Tid^.L'.Q �:' hi:
Name of Technical Specialist (Please Print):
�arlAfr%r .emu'jIt.cs Zne-
.
Date:
titl'fice of New or £�c frfdin_+y 5,, n_e F t_rrn
stgnatur- ;iac ._ oni,,• to be used for
Yp. :i.the facilir, '•La; hui., berore Iunc21, 15-6. -;-_.. ••:3,s ;c :onstra ..:.' ar last
_, .. Ra[ ;f wd) have aC-mciz:i :o --on.tac: by cord.':w ^•.2:, 31's 2.i:lOinlnu proper:,.'Q«'Ie."1 3",i!L .-
roper vfocal- ,c, ;s a public road. str�C . ,^'va; from this new or �:t.c :±.: _':•:..- t ,._ .._...-
pliant_ with ..._ . _mcriEs of NCC5 irr..Lz. .. _op;• or the aerie_ a:c.
1- at:a,;ned.
(. d:.''e��� ��T. o nee). 11 I" 7r,e.

111. Certification of installation
A'- Collo tion. Storage. Treatment Irttallation
or rttrnt ttcd facilit•, (SI)
A^.irral waste storage and treatment structures such a, but cot Iimicad to lagoons and ponds, hav-! been installed in
3c arc:�Zce with the approved plan to mcct or exc*eti tine =nimum standards and 5p1,-cirica6ons.
For existing facilities without retrofits, no cartiFcation is necessary.
'Name of Technical Specialist (Please Print): ,•�,MU TAWI I I
.a:: �Ii2tion-
: % f - : RA1,' �'� {
! ,-h 1 b { w
} .�ucress(,�genc): P•C • �� 1 D9! - Phone No.:
t I� 11 t �`� , iYD
1 SiYna�ure: Date: �,�'� �► C �
J
�pj"� Mh�ulrlsc+�'
B)-Lgnd Aaolica6gg lite(WTP)
Cawk the appropriate box
f } �-rla cropping system is in place on all land as specified in the animal waste mana,eTen, plan.
i.✓ Conditional ,approval: all required land as specified in :he plan is cleared for plartiri: the --.-,ping system as
;pecifie-d in the waste utilization plan has not been established and the owner has commitztd :o :stablishad the
Sege stion as specified in the plan by G ! (monthidsvlyear); the prcpos Move- --op is approprat_ or
zcmpiiance with the waste utilizaticn plan. .
(i ,also check this box if approcr=im
if the cropping system as specified in the pian tea not be established on newiv cl:antd lard within 30 days or:
this certification. t;te OwWner has committed to tsLab; ish an interim crop for erosion _cr.tri:
j Name of Technical Specialist(Please Print):
i f � Grr/lGrli .�t1VI�cS 1�fc• .
Phone No.:
Date:
5/,Z -/9
This following signature block is only to be used when the bar for conditional approval in III.13 above has been checked.
( _, tha:. (we) have zcr=ti:teu to establish the cropping system as specificd in my lot:,-, was.c ;::iiiza6cn plant, and
ac:rc_r a:e to estaclish the interim crop for erosion control, and :will submit to DENT a veriF:cation of zor-olation from a
-_,-._..ca; Se_--:aEist within 15 cale-t:ar days ,ollowing the dare in the conditional .a�irizat or. ; ,.�e} realize 'hat
ra;:.:-e :o suc,..:t :his verification is a •,iolacion oFthe waste rna_,agtmenc plan and will subjec: ^-'us; .c an :srorccment az-.cr.
Name of Land Owner:
I
{ Si;nature: Date:
I
Name of tilanzer (if different from owner): f`; ie er. ter.,,.
- - - - - -- `-' r _ +'
Mtn tarur? Date:
r

Please return the completed form to the Division of Environmental Management
at the following address:
Department of Environment, Health, and Natural Resourcm
Division of Environmental 3vSanagement
Water Quality Section, Compliance Group
P.0_ BOX 29535
Raleigh, INC 2762"535
Please a s-o resnesnher to submit a copy of this fonts along with the complete Animal WasteManagement 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:HOG SLAT County: CUMBERLAND Date:
07/28/96
Distance to nearest residence (other than owner): 2400.0
feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. a
0 lbs
2400 sows (farrow to feeder) x 522 lbs.
1252800 lbs
0 head (finishing only) x 135 lbs.
0 lbs
0 sows (farrow to wean) x 433 lbs. -
0 lbs
0 head (wean to feeder) x 30 lbs.
0 lbs
Describe other
0
Total Average Live Weight
1252800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1252800 lbs. ALW x Treatment Volume(CF)/lb.
ALW
Treatment Volume(CF)/lb. ALW 1 CF/lb. ALW
Volume = 1252800 cubic feet
". STORAGE VOLUME FOR SLUDGE ACCUMULATION Sludge Accumulation Not Computed At
Owners Request Remove Sludge
Volume - 0.0 cubic feet As Needed
4. TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 720.0
Inside top width (feet)----------------------- 310.0
Top of dike elevation (feet)----------------- 49.8
Bottom of lagoon elevation (feet)------------ 37.8
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0
: 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 714.0 304.0
11.0
AREA OF TOP
LENGTH * WIDTH
714.0 304.0
AREA OF BOTTOM
LENGTH * WIDTH
648.0 238.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
217056 (AREA OF TOP)
154224 (AREA OF BOTTOM) //31-1
681.0 271.0 738204 (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
217056.0 733204.0 154224.0 1.8

�. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width -
720.0 310.0 223200.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
F
TOTAL DA 223200.0 square feet
Design temporary storage period to be 180 days.
i
5A. Vclume of waste produced
Feces & urine production in gal./day per 135 lb.. ALW 1.37;
/r : r
Volume = 1252800 lbs. AL;1/135 lbs. ALW 1.37 gal/day 180 days
Volume = 2288448 gals. or 305942.2 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = e.0 gallons/day 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 130200.0 cubic feet

LOCATION
OF LAGOON
CORNERS
POINT
X-CORD
Y-CORD
ELEVATION
�.
FEET
FEET
GRID
FEET
. 1
0
610.0
G-r-10.0
49.8
• 2
36.0
574.0
F-74.0
37.8
' 3
0
350.0
D0 0
49.8
4
36.0
386.0
U -S6 .
27. 8
5
264.66
386.0
Dr86.v
37..81
6
2GO.0
350.0
D-t-50.0
49.8
7
676.0
277.75
C+7'1.75
37.8
8
640.0
250.0
C+50.0
49.8
9
640.0
110.0
B+10.0
49.8
10
676.0
146.0
5+46.0
37.8
11
716.01
146.0
B+46.0
37.8
12
775.0
110.0
B+10.0
49.8
13
681.77
574.0
F+74.0
37.8
14
715.0
610.0
G'10.0
49.8
STORAGE CALCULATIONS
AREA OF TOP
LENGTH * WIDTH =
728.99 * 309.72 = 225,783.3
AREA OF BOTTOM
LENGTH * WIDTH
662.89 * 229.87 = 152,378.'
AREA OF MIDSECTION * 4
LENGTH * WIDTH
695.94 * 270.08 = 751,851.6
VOL = (AREA TOP +4*AREA MIDSECTION + AREA BOTTOM) x DEPTH/6
VOL = (225783.3 + 751851.6 + 152373.3) * 11/6 =
TOTAL DESIGNED VOLUME = 2,071,690.9 CU. Fir'.

iD. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot DA
Volume - 130200.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
305942
cubic
feet
56.
0
cubic
feet
5C.
130200
cubic
feet
5D.
130200
cubic
feet
TOTAL 566342 cubic -eet
SUMMARY
0
Temporary storage period====_________________
180
days
Rainfall in excess of evaporation=======___=>
7.0
inches
25 year - 24 hour rainfall===========--=====>
7.0
inches
1.0
feet
Side slopes====_______===,=a_==_____________>
3.0
. 1
Inside top length===--______-_-_--_=_____-__>
720.0
feet
Inside top width=====_______________________>
310.0
feet
Top of dike elevation== -=a==-==_____________>
49.8
feet
Bottom of lagoon elevation=====_____________>
37.8
feet
Total required volume=======================>
1819142
cu.
ft.
Actual design volume---===___---====_===__-=>
2034054
cu.
ft.
Seasonal high watertable elevation NHWT)===>
44.5
feet
Stop pumping elev.===-===a==-==_-_----=_____>
45.9
feet
Most be > or - to the SHWT
44.5
feet
Must be > or = to min. req. treatment el.=>
43.8
feet
Required minimum treatment volume= ===-___->
1252800
cu.
ft.
Volume at stop pumping elevation============>
1429983
cu.
ft.
Start pumping elev.====_____====,W==---- _-=>
48.1
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
1903854
cu.
ft.
Volume at start pumping elevation= ===_==_=>
1883607
cu.
ft.
Required volume to be pumped==-==___=====__=>
436142
cu.
ft.
Actual volume planned to be pumped== =__--==>
453624
cu.
ft.
.!in. thickness of sail liner c�h_n=equir,d==>
1.8
feet
F. DES125ED BY: Agriment Services CHECKED BY:
DATE.
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COAMENTS

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�' -• .ry�s'f-����, .-err` '�.t-r '� / �.�. �.�'. t r..
of
. \'. •4 S%»�J r r g�jry 2'■3 'Jr 'v LL[.•V�'�.
�I i--

DATA FORM
ROUTINE WETLAND DETERMINATION
0 987 COE Wetlands Delineation Manual)
Project/Site: Date:
Applicant/Owner: a 24 County:
Investigator: State: _ Q c _
Do Normal Circumstances exist on the site? ®e No Community ID:
Is the site significantly disturbed (Atypical Situation)? Yes Transect ID:
Is the area a potential Problem Area? Yes Na plot ID:
(If needed, explain on reverse,)
VEGETATION
Dominant Plant S ecies
1. 71r'X_ Qna Ge
Stratum Indicator
r..
Dominant -Plant Species Stratum Indicator
9'
2. IAcY rT �y
Sc a -
10.
�. SyE+ e c u Gtin
4._C'2UZrC, Sf1�[la��
6,
7.
e.
J RG
T Fd
7' a c
r QG
1 1.
12.
13.
14.
15.
16.
Percent of Dominant Species that are OBL, FACW or FAC
lexcluding FAC-1.
Q
;O
Remarks:
HYDROLOGY
_Recorded Data (Describe in Remarks):
_ Stream, Leka, or Tide Gaups
_ Aar+al Photographs
�_ t?ther
ecorded Data Available
Field Observerions;
Depth of Surfaca V/star: (in.)
Depth to Free Wster in Pit: . 5O (in.)
Depth to Saturated Soil: 30 (in.)
11 Remarks:
Wetland Hydrology Indicatory:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
— Water Marks .
_ Drift Linea
_ Sediment Deposits
_ Drainage Panama in Wetlands.
Secondary Indicators (2 or more recluired):
_ Oxidized Root Channels in Upper 12 Inches
—Water—Stained leaves
_ Local Sal Survey Data
_ FAC-Neutral Test
Other (Explain in Remarks)

DATA FORM
ROUTINE WETLAND DETERMINATION
0 987 COE Wetlands Delineation Manual)
ProjectlSite:
Applicant/Owner:
Investigator.
Date:
County:
State: c
Do Normal Circumstances exist on the site?
Is the site significantly disturbed (Atypical Situation)?
Is the area a potential Problem Area?
Ilf needed, explain on reverse.)
No
Yes
Yes No
Community ID:
Transact 1D:
Plot ID:
VEGETATION
Dominant Plant Species Stratum Indicator
i ,, 1 �r y Qna e- a ... .. �L _ _
. f Cac
3..�'rcLC_t{E�s..f�tia�_
4. OL.t,L fr�ja�a %/ I �+
e. GIG
7.
DominantPlant Species
9.
Stratum Indicator
11.
12.
14.
15.
Percent of Dominant Species that are OBL, FACW or FAC
(excluding FAC•>.
r p
a} 0 O
Remarks:
HYDROLOGY
Recorded Data (Describe In Remarks):
Stream, Lake, or rids Gauge
Aerial Photographs
Other
�ec_orde.i Data Available
Field Observations;
Depth of Surf-3ca Water:
�2_(in.)
Depth to Frea Water in Pit:
�(in.)
Depth to Saturated Soil: �
_(in.)
Remarks:
Wetland Hydrology Indicators:
Primary Indicators:
Inundated
Saturated in Upper 12 Inches
-Water Marks
—Drift Lines,
_ Sediment Deposits
_ Drainage Patterns in Wattands .
Secondary Indicators (2 or more required):
Oxidized Root Channels in Upper 12 Inches
— Water -Stained Leaves
_— Local Soil Survey Data
_ FAC-Neutral Test
_ other (Explain in Remarks)

f

j 1
AD-1026 (04-17-96)
UNITED STATES DEPARTMENT OF AGRICULTURE Form Approved - OMB No. 0560-o0p4
HIGHLY ERODIBLE LAND CONSERVATION (HELC) AND WETLAND
CONSERVATION (WC) CERTIFICATION
{dee reverse lbr Public Burden and Privacy Act Statements).
1. Narrle of Producer
• 1 f4- jH
2. Identification Number 3, Current Crop Year
Icy%�
4. Do tattached AD-1026A(s) list all your farming interest by county, and sho%y current NRCS determitations? . YES NO
[tir
If' If� No contact your County FSA Office before completing this form. -�-}
I
_ I
5. Ate you a landlord on any farm listed on AD- :v2oA that will not be in compliance with HELC and WC provisions? �
If "Yes ", AD-1026C must be prepared.
6. Does the landlord refuse to comply with FIELC requirements on any farms listed on AD-1026A? If "Yes", AD-1026B must E
be prepared. j
7. List here or attach a list of affiliated persons with farming interest. See reverse far an explanation. Enter "None", if applicable. t
items 5 or 6 are answered "YES". circle the applicable farm number on AD-1
8. During the crop year entered in itcr above, or the term of a requested USDA loan, will you:
(a) plant or produce an agricultural commodity on land for which neither a highly erodible land nor wetland determination
YES I NO' ,
has been made?
(b) plant or produce an agricultural commod land on which planting was made possible by drainage, dredging, filling,
i
leveling, or any other means after December 23,11985, and NRCS has not evaluated and approved the drainage activities? 4
9. Since December 23. 1985, have you or has anyone on your land, or will you or anyone on your land during the crop year entered
in item 3 above, or the term of a requested USDA loan: - ,
(a) conduct(ed) any land clearing, drainage, (tile or open ditch), filling, leveling, or dredging to create a new drainage system
i
that has not been evaluated by NRCS? Indicate year if answered "Yes
(b) conduct(ed) any drainage activities to maintain, improve, or moWX an existing drainage system that has not been
evaluated by NRCS? Indicate year if answered "Yes".
l
i
10. Will you conduct any activities for fish production, trees, vineyards, shrubs building construction, or other non-agricultural
purposes that have not been evaluated by NRCS?
"YES" for any one of these items, sign and date in item 11 below. Circle the applicable tract number on AD-1026A,
Ifanswers to Item 8, or list in item 12 on AD-1026A. A "YES" answer authorizes FSA to refer this AD-1028 to NRCS,Io make a HELC
If are: and/or certified wetland determination. DO NOT sign in item 13 until the NRCS detemiinatlon is complete.
"NO" for all of these items or NRCS determinations are complete, complete item 13. t'
Signature of l hereby certify that the al
Producer ► my knowledge and belief.
12. Referral to NRCS Enter a I if a NRCS determination is
(Completed by FSA) "Yes" is answered in item 8,.9, or 10.
NOTE: Before signing in Item 13, Read AD-1026 Appendix.
Continuous AD-1026 Certification
formation on attached AD-1026A's, is mie and correct to the J
Date
Date Referred I Signature ofFSARepresentative
1 - ? u - 91 7
I understand and agree that unless [ give written notice otherwise, this certification of compliance and agreement shall serve as a continuous certification
and agreement for subsequent crop years. That is, as to the current and subsequent crop years:
• I agree to the terms and conditions stated on AD-1026 Appendix on all land in which I have or will have an interest.
• I agree that if there are any changes in my operation or activities that may affect compliance with these provisions, I will file a revised AD-1026.
• I agree to file any required exemption requests for each applicable crop year.
a I understand that affiliated persons are also subject to compliance with these provisions and their failure to comply or file AD-1026 will result
in loss of eligibility to persons or enterprises with whom they are affiliated. (Affiliated person rules are printed on the reverse of this form.)
Iis. rroaucer
Sign Here ► //� f Si/aT _L •,� ��, �� Date
This pm9ram or activity will be conducted on a nondiscriminatory basis without regard to race, color, religion, national origin, age, sex, marital status, or disability.
PFiODUCER'.S''COPY -'

AGRIMENT SERVICES INC,
P.O. BOX 1096
BEULAVILLE, NC28518
TEUFAX [phone]
a 6I19198
Mrs. Sue Homewood
Division of Water Quality
P.O. Box 29535
Raleigh, NC 27626-0535
Dear Mrs. Homewood,
Wp1 RQ A lr, , I)S,C�i�N
JUN 2 31998
Non-a.,ha, i'onnitti
ng
Enclosed is a Certification Cover Page for facility AWS260072 Cypack L.L.C. This
facility has applied for a general permit and J.R. Joshi of DWQ had some additional
requests in order to obtain the permit. He has asked that we generate an irrigation design
for this facility of which we are in the process of completing. Once the irrigation design is
completed I will be tailoring the waste utilization plan to the wetted acres. As a result, I
will be re -certifying the land application site at that time. Copies of the re -certification and
new waste plan will be sent to your office upon completion. This memo is simply to
prevent confusion of the matter.
With Kind Regards, s
Ronnie G. Kennedy Jr.
Vice -President Operations
Agriment Services Inc.,
Cc Doug Niemond
J.R. Joshi

Animal Waste Management Plan Certification
(Please type or print all information that does not require a signature)
PI
Existing or New or Expanded (Please circle,one) ,
General Information:
Name of Farm: QM Facility No: -
Owner(s) Name: C Phone
Mailing Address: P0, 300 No: 9�o SSA -oily
a�.3Si
Farm Location: Fourteen Digit Hydrologic Unit: 030 000- G L,11T00I D
Latitude and Longitude: a! 5S 1s __I W 78 3 5 County: C,,,,..,6trk�
Please attach a copy of a county road map with loot4 ion identified and describe below (Be specific:
road names, directions, milepost, etc.):_____ i4e'ox
�ccenAwry l+�oa✓V 1$ a4o1 C Gi,.e _�na� } _ _ .- � ,
Operation Description:
Type of Swine No of Animals Type of Poultry Wo of Animals Type of Cattle No of Animals
O wean to Feeder {)Layer ()Dairy
() Feeder to Finish ()Pullets {)face!
{) Farrow to Wean
{►?Farrow to Feeder ALioo
() Farrow to Finish Other Type of Livestock: Number of Animals;
Erpanding Operation Only: E
Previous Design Capacity: Additional Design Capacity:
Total Design Capacity:
Acreage Available for Application: Sq Required Acreage:_ _S"j _
Number of Lagoons/Storage Ponds: �_ Total Capacity: A03 4 0S'l Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or NO (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
Owner/Manager Agreement
](we) verifv 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. 1 (we)
know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a
new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) understand that there
must be no discharge of animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25-year, 24-hour storm and there must not be run-uff from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimixcd using technical standards developed by
the ?Natural Resources Conservation Service. The approved plan will be riled at the farm and at the office of the local Soil and Water
Conservation District, I (we) know that modification must be approved by a technical specialist and submitted to the Soil and Water Conservation
District prior to implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved plan is
changed) within 60 days of a title transfer.
Name of Land Owner:
Signature: Date: - �- -
Name of ManaKif diff t from own 0o„!, 1\lte.V..,,,.a q,r ADM ��Oh, , al
F
Signature: �.�� - Date:
— - _ �.
AWC -- Jariurary I,

AGRIMENT SERVICES INC
R 0. BOX 1096 `
BEULA VILLE, NC 28518
TEL/FAX [phone]
7/15/98 4yq C.IjI VEp
ALm'sEcrioN
Mr. J.R. Joshi VUL 2
Division of Water Quality Q 1�qB
P.O. Box 29335 Nol .*'chqrpe Asrm1tung
Raleigh, NC 27626-0535
Subject: Application No. AWS260072 Additional Information Request
Dear Mr. Joshi,
Enclosed is the irrigation design with a corresponding waste plan for TDM 26 for your
review.
I hope this additional information will address the additional items requested. If not feel
free to contact us and we will try to accommodate the Division.
With ards,
Ronnie G. Kennedy Jr.
Vice -President Operations
Agriment Services Inc.,

WASTE UTILIZATION PLAN
DATE 07/13/98
Producer: CYPACK LLC.
Location: PO BOX 300
NEWTON GROVE, NC 28366
Telephone: [phone]
Type Operation: FARROW TO FEEDER
Number of Animals: 2400
The waste from your animal facility must be land applied at a specified
rate to prevent pollution of surface and/or groundwater. The plant
nutrients in the animal waste should be used to reduce the amount of
commercial fertilizer required for the crops in the fields where waste
is to be applied. This waste utilization plan uses nitrogen as the
limiting nutrient. Waste should be analyzed before each application
cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner. Always
apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can
utilize. Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and available
water holding capacities. Normally waste shall not be applied to land
eroding at greater than 5 tons per acre per year. With special pre-
cautions, waste may be applied to land eroding at up to 10 tons per
acre per year. Do not apply waste on saturated soils, when it is
raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DWQ
regulations. Wind conditions should also be considered to avoid drift
and downwind odor problems. To maximize the value of the nutrients
for crop production and to reduce the potential for pollution, the
waste should be applied to a growing crop or applied to bare ground
not more than 30 days prior to planting. Injecting the waste or
disking wilt conserve nutrients and reduce odor problems.
This plan is based on waste application through irrigation for this
is the manner in which you have chosen to apply your waste. If you
choose to inject the waste in the future, you need to revise this
plan. Nutrient levels for injecting waste and irrigating waste are
not the same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage require-
ments should be based on the waste analysis report from your waste
management facility. Attached you will find information on proper
sampling techniques, preparation, and transfer of waste samples to
the lab for analysis.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 21-1.0217 adopted by the Environmental
Management Commission.
Page 1
WATERQUALITYSE TJ01q
rJUL 2 91998
Non -Discharge pe%t#ng

WASTE UTILIZATION PLAN
Page 2
AMOUNT OF WASTE PRODUCED PER YEAR (GALLONS, FT3, TONS, ETC.)
2400 hogs x 7.3 tons waste/hogs/year = 17520 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2400 hogs x 6.5 PAN/hogs/year = 15600 lbs. PANtyear
Applying the above amount of waste is a big job. You should plan time
and have appropriate equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on
the crop to be grown, soil type and,surface application.
TABLE 1: ACRES OWNED BY PRODUCER
TRACT
SOIL TYPE & CLASS-
CROP YIELD
LBS
COMM **
' LBS
FIELD
DETERMINING PHASE
CODE
AW N
PER ACRES
AW
PER AC
AC
USED
APPLIC.
TIME
3979
AUA
BH 5.5
275
40.55
11151.25
pull1-13
3979
AUA
SG 1
100
40.55
4055
pull1-13
3979
AUA
BH 5.5
275
3
825
honeywagon
areas highlighted
3979
AUA
SG 1
50
3
150
0
0
0
0
0
0
Total
16181,25
Indicates that this field is being over seeded (I.e. Interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. Beginning in 1996 the Coastal Zone
Management Act will require farmers in some eastern counties of NC to
have a nutrient management plan that addresses all nutrients. This
plan only addresses Nitrogen.

WASTE UTILIZATION PLAN Page 3
TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached.)
(Required only if operator does not own adequate
land. See required specifications 2.)
TRACT FIELD SOIL TYPE & CLASS- CROP YIELD LBS COMM ** * LBS
DETERMINING PHASE CODE AW N PER ACRES AW
PER AC AC USED
0
0
0
0
0
0
Total 0
-• Indicates that this field is being over seeded (.e. interplanted)
or winter annuals follow summer annuals.
** Acreage figures may exceed total acreage in fields due to
over seeding.
* Ibs AW N (animal waste nitrogen) equals total required nitrogen
less any commercial nitrogen (COMM N) supplied.
The following legend explains the crop codes used in tables 1 and 2 above:
LBS N APPLY
CROP CODE CROP UNITS PER UNIT MONTH
BH
HYBRID BERMUDA GRASS -HAY
TONS
50
APR-SEPT
C
CORN
BUSHELS
1.25
MAR-JUNE
SG
SMALL GRAIN OVER SEED
AC
100
SEPT-APR
SA
SUMMER ANNUALS
AC
110
APR -MAY
WA
WINTER ANNUALS
AC
100
SEPT-APR
BC
HYBRID BERMUDA GRASS -CON GRAZED
TONS
50
APR-SEPT
BP
HYBRID BERMUDA GRASS -PASTURE
TONS
50
APR-SEPT
FC
TALL FESCUE -CON GRAZED
TONS
50-
SEPT-APR
FH
TALL FESCUE -HAY
TONS
50
SEPT-APR
FP
TALL FESCUE -PASTURE
TONS
50
SEPT-APR
SB
SOY BEANS
BUSHELS
4
JUNSEPT
DSB
DOUBLE CROP SOY BEANS
BUSHELS
4
JUN-SEPT
CO
COTTON
TONS
0.1
MAY-JUN
W
WHEAT
BUSHELS
2
OCT-MAR

WASTE UTILIZATION PLAN
Page 4
TOTALS FROM TABLES 1 AND 2
ACRES
TABLE 1
TABLE 2
TOTAL
AMOUNT OF N PRODUCED
*** BALANCE
LBS AW N USED
43.55 16181.25
0 0
43.55 16181.25
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
15600
-581.25
Acres shown in each of the preceding tables are considered to be the
usable acres excluding required buffers, filter strips along ditches,
odd areas unable to be irrigated, and perimeter areas not receiving
full application rates due to equipment limitations. Actual total
acres in the fields listed may, and most likely will be, more than
the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic
land application of sludge at agronomic rates. The sludge will be
nutrient rich and will require precautionary measures to prevent
over application of nutrients or other elements. Your production
facility will produce approximately .?b 1/o
available nitrogen (PAN) per year in the sludge that will need to be
removed on a periodic basis. This figure is PAN when broadcasting
the sludge equipment, may be needed when you remove this sludge.
See attached map showing the fields to be used for the utilization of
waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of
the soil at the time of irrigation such that runoff or ponding occurs.
This rate is limited by initial soil moisture content, soil structure,
soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the
soil at the time of irrigation nor should the plant available nitrogen
applied exceed the nitrogen needs of the crop.
Your facility is designed for 180 days of temporary storage
and the temporary storage must be removed on the average of once every
6 months. In no instance should the volume of waste being stored in
your structure be within J2- feet of the top of the dike.
pounds of plant

ADDENDUM TO WASTE UTILIZATION PLAN:
FARM NAME: TDM 26. '
OWNER NAME: CYPACK LLC.
DESIGNCAPACITY. 2400 FARROW TO FEEDER
THIS WASTE UTILIZATION PLAN WAS CREATED WITH THE
CERTIFIED IRRIGATION DESIGN INCLUDED. THIS FARM WILL
INCORPORATE THE USED OF A HONEYWAGON TO DESIGNATED
AREAS OF IRRIGATION INEFFICIENCIES (AREAS HIGHLIGHTED
ON MAP). THE HONEYWAGON (PHOTO ATTACHED) IS
MANUFACTURED BY CLAY COMPANY AND HAS A CAPACITY OF
1500 GALLONS. THERE IS MORE THAN 3 ACRES HIGHLIGHTED
FOR THE USE OF THE HONEYWAGON; HOWEVER ONLY 3 WERE
USED IN THE PLAN TO REMAIN CONSERVATIVE. CYPACK LLC.
INTENDS TO APPLY HIS WASTE IN ACCORDANCE WITH THERE
SPECIFIC ANALYSIS NOT TO EXCEED THE AGRONOMIC LOADING
OF THE CROP OR THE HYDRAULIC LOADING OF THE SOILS
(HYDRAULIC LOADINGS ATTACHED). CYPACK LLC. MAY USE
CATTLE TO REMOVE SMALL GRAIN IN WINTER MONTHS. ALL
APPLICATION FIELDS MUST MEET MONITORING AND
REPORTING REQUIREMENTS WHEN USED.
7/13//98
RONNIE G. KENNEDY JR.
TECHNICAL SPECIALIST

WASTE UTILIZATION PLAN Page 5
If surface irrigation is the method of land application for this plan, it
it is the responsibility of the producer and irrigation designer signer to
ensure that an irrigation system is installed to properly irrigate the
acres shown in Tables 9 and 2. Failure to apply the recommended rates
and amounts of Nitrogen shown in the tables may make this plan invalid
Call your Agriment Services representative for assistance in determining
the amount of waste per acre and the proper application rate
prior to beginning the application of your waste.
NARRATIVE OF OPERATION: SEE ATTACHMENT

WASTE UTILIZATION PLAN
Plans and Specifications
1. Animal waste shall not reach surface waters of the state by runoff,
drift, manmade conveyances, direct application, or direct discharge
during operation or land application. Any discharge of waste which
reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of $10,000 per day by the Division
of Water Quality for every day the discharge continues.
2. The Local NRCS office must have documentation in the design folder that
the producer either owns or has long term access to adequate land
to properly dispose of waste. If the producer does not own adequate
land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable
proximity, allowing him/her the use of the land for waste application
for the life expectancy of the production facility. It is the
responsibility of the owner of the facility to secure an updated Waste
Utilization Plan when there is a change in the operation, increase in
the number of animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen
needs for realistic crop yields based on soil type, available moisture,
historical data, climate conditions, and level of management, unless
there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management
System (RMS) or an Alternative Conservation System (ACS). If an ACS
is used the soil loss shall be no greater than 10 tons per acre per
year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to "Buffers"
required by OEM. (See FOTG Standard 393-Fiiter Strips and Standard
390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste
application. Waste should not be applied when the wind is blowing.
G. When animal waste is to be applied on acres subject to flooding, it
will be soil incorporated on conventionally tilled cropland. When
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season
prone to flooding. (See "Weather and Climate in North Carolina" in
the NRCS Technical Reference - Environment file for guidance.
7. Liquid waste shall be applied at rates not to exceed the soil infil-
tration rate such that runoff does not occur off -site or to surface
waters and in a method which does not cause drift from the site during
application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
8. Animal waste shall not be applied to saturated soils, during rainfall
event, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste should
also be considered.
Page 6

WASTE UTILIZATION PLAN
Page 7
10. Waste nutrients shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste
nutrient loading rates on these soils should be held to a minimum
and a suitable winter cover crop planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to
planting of a crop on bare soil.
11. Animal waste shall not be applied closer than 25 feet to surface
water. This distance may be reduced for waters that are not perennial
provided adequate vegetative filter strips are present. (See standard
393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings
other than those owned by the 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, drainage ways,
or wetlands by discharge or by over -spraying. Animal waste may be
applied to prior converted wetlands provided they have been
approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge
into water courses, except when applied at agronomic rates and the
application causes no runoff or drift from the site.
16. Domestic and industrial waste from wash down facilities, showers,
toilets, sinks, etc., shall not be discharged into the animal waste
management system,
17. Lagoons and other uncovered waste containment structures must maintain
a maximum operating level to provide adequate storage for a 25-year,
24-hour storm event in addition to one (1) foot mandatory freeboard.
18. A protective cover of appropriate vegetation will be established on
all disturbed areas (lagoon embankments, berms, pipe runs, etc.).
If needed, special vegetation shall be provided for these areas and
and shall be fenced, as necessary to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are -
limited to areas where considered appropriate. Lagoon areas should be
kept mowed and accessible. Lagoon berms and structures should be
inspected regularly for evidence of erosion, leakage or discharge.
19. 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.
20. 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.

WASTE UTILIZATION PLAN
Page 8
21. 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.
22. 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.
23. Waste shall be tested within sixty days of utilization and soil shall
be tested at least annually at crop sites where waste products are
applied. Nitrogen shall be the rate - determining element. Zinc
and copper levels in the soils shall be monitored and alternative crop
sites shall be used when these metals approach excessive levels. pH
and waste analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three years. Waste
application records for all other waste shall be maintained for five
years.
24. Dead animals will be disposed of in a manner that meets North
Carolina State regulations or other States' regulations.

WASTE UTILIZATION PLAN
Page 9
NAME OF FARM: _ Q2 014
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications
and the operation and maintenance procedures established in the
approved animal waste utilization plan for the farm named above.
t (we) know that an expansion to the existing design capacity of
the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the
Division of Water Quality (DWQ) before the new animals
are stocked. I (we) also understand that there be no discharge
of animal waste from this system to surface waters of the state
from a storm event less severe than the 25 year, 24 hour storm.
The approved plan will be filed on -site at the farm office and at
the office of the local Soil and Water Conservation District and
will be available for review by DWQ upon request.
I (we) understand that I must own or have access to equipment,
primarily irrigation equipment, to land apply the animal waste
described in this waste utilization plan. This equipment must be
available at the appropriate pumping time such that no discharge
occurs from the lagoon in a 25-year 1- lay storm event. I also
certify that the waste will be applied on the land according to
this plan at the appropriate times and at rate that no runoff
occurs.
NAME OF FACILITY OWNER: CYPACK LLC,
SIGNATURE: DATE:
NAME OF MANAG (ifdifferen from owner):
SIGNATUR DATE: 71,13
NAME OF TECHNICAL SPECIALIST: RONNIE G. KENNEDY JR.
AFFILIATION: Agriment Services Inc,
PO Box 1096
BeuImv41Ie N 28518
SIGNATURE: DATE: �3 yY

.� . i 4.,..,w•
27.59 PG, r327 i
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l 4 moral '
1r1rtw.5SE0 GG
AGREED LINES t� ; BY E.c ����; F. 10rt ( l� I' W
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WART PRECYTHE 4
uno PG. 1.56 ;r
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umm
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ob �;•i
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8 80` 42' 09' W 729.77 L
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x�° FEDERAL PAPER BOARD CO,
M.B. 17 PG. 20
/014 P� P,;—
�/ t7 E.I.P. �{fjG CY/ • •}'7

NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC NMP
Field Name:
Soil Map Unit:
Total ASCS Acres:
Total Useable Acres:
Soil Sampling Date :
Soil Test Class
Field Background Information
t3979 pulls 1-13
AUTRYVILLE 0-8
60
43.55
<ENTER>
Soil Test Results:
pH Acid GEC CBS P-I K-I CaA Mgt Mn-I Zn-I Cu-I
Field Irrigation Information
Average Soil Depth : 3.0+
Available Water Holding Capacity - 1.5 feet : 1.3
Maximum Irrigation Rate - inches per hour : ttt-
Maximum Amount per Irrigation Event - inches: I.o
LIMITATIONS: This program is based on the best available data.
Since many uncontrollable variables can affect plant growth
and nutrient requirements, North Carolina State University Cooperative
Extension Service is not resposible for any losses incurred from
the use of this program. The software is provided 'AS IS' and
without warranty as to performance.
Printed :7/13/1998

� � .�.•.�.+ �. ;� ��"•.ter;.: .. � ,
ML7iC7�����

Brock Equipment Co.
Po Box 100
BAILEY, N.C. 27807
Phone [phone]
Fax [phone]
This irrigation system was designed by Shane Ward of Brock Equipment Co.
A scaled drawing, required calculations, and required specifications on pipe and equipment
are included.
The following buffers were maintained on this farm:
25 feet from ditch
75 feet from surface water and perennial streams
25 feet from property lines
200 feet from residence
100 feet from well
All comments and recommendations are appreciated.
Thank you,
�n•u./4
Shane Ward
K CA
CLYDE �,.

11 0.9. 275.9 PG. fi27
1
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VITNIESSED
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�5 • CAP.
'�If11 SSE.D BY LCA
" 1,
WT PRECYTHE.` ----•
ra0 PG. 15G
371 PG. G75 r3
163 PG. 314 0
4 ! S 7 '
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D C WRus IT
(!.
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BL
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50'
R.
2 �.z
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\ BY E.CA
h �
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U©• 42. 09' W 729.24'
By IE.CX
/1 �I� �n BY E.SC.K
0Q j FEDERAL PAPER BOARD CO.
MA 17 PG. 28 �•
Ik7 E.I.P. � �(/ • ' Nl
Gt-
Vi�

•4I� L.V.M� ' 1
D.H. 1759 PG. U27
1� 1
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W 1nlrrrssED �.r +i,fi' (n 3
—AGHEEU LINES, t BY E.C.M. F 1�? u i
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FIELD SPECIFICATIONS
The lowest maximum application rate (inches per hour) .5
The lowest maximum application amount (inches per irrigation cycle) 1.0
!
E
y
3
This information was provided by the waste utilization plan.

Traveling Irrigation Gun Settings
Travel speed = 3 fpm
Application rate = .34 iph
Lane spacing = 225'- 240'
Wetted diameter = 320'
Gun make and size = Nelson 150
Ring size = 1.08"
Operating pressure at gun = 80 psi
Operating pressure at reel = 101 psi
Operating pressure at pump = 117 psi
Are pattern = 330'
Flow rate of sprinkler = 210 gpm
Pump power requirement (bhp) = 21
Total acres covered (effective) = 40.55
Traveler make and model = Cadman 3250
Hose length = 840'
Hose diameter (ID) = 3.25"
Speed compensation = mechanical
1
637
248
3.63
2
652
248
3.71
3
512
248
2.91
4
236
240
1.30
5
556
248
3.17
6
586
240
2.23
7
616
240
3.39
8
536
248
3.05
9
812
248
4.62
10
486
248
2.77

• 11
12
13
Total:
Traveling Irrigation Gun Settings
436
756
596
248 2.48
240 4.17
248 3.39
40.55

TRAVELING IRRIGATION SYSTEM
CALCULATIONS
TRAVELING IRRIGATION GUN APPLICATION RATE
I =((96.3"q)/(3.14"(.09'r)^2))*3601w
where,
I = approximate actual application rate (iph) lF q = 210.00 gpm
q = discharge (gpm) r = 160.00 ft
r = wetted radius (ft) and w = 330.00 degrees
w = portion of circle receiving water (degrees)
Application Rate 0.34 Inches Rer hour
TRAVELING IRRIGATION GUN APPLICATION AMOUNT
d = (1.605•q)/(I"s)
where,
d = gross application (in)
q = sprinkler discharge (gpm)
I = travel lane spacing (ft)
s = travel speed (fpm)
Total A2plication Amount = 0.47 inches
VELOCITY IN A_PIPELINE
v = (0.408'q)/dA2
where,
v = velocity of water (fps)
q = flowrate (gpm)
d = inside diameter of pipe (in)
Veloci of Water = 2.38 feet per second
then I = 0.34 iph
lF q = 210.00 gpm
I = 240.00 ft
and s = 3.00 fpm
then d = 0.47 in
lFq:--j 210.00 gpm
and d = 6.00 in
then v = 2,38 fps

FRICTION LOSS
IN SUPPL YLINE AND/OR TRA VELER HOSE
FRIC-nCUIOS IN LUPPLY LINE
FL =[(0.2083*(1001c)"1.852)"[(Q"1.852)1(D"4.8656)]*(UZ00)1*.433
where,
FL = friction loss in supply line (psi) IF c = 150
c = roughness coefficient Q = 210 gpm
Q = flowrate (gpm) D = 6 in
D = inside diameter of pipe or hose (in) and L = 4300 ft
L = length of supply line or hose (ft)
Friction -Loss In SUaaty Line =
FRICTIQN LQ�S IN TRAVELLER MQSF
then FL = 5.99 psi
5.99 psi,
(if solid set ... enter 0 for gpm)
FL =[(0.2083*(1001c)"1.852)*[(Q"1.852)/(D^4.8656)1*(U100)1*.433
where,
FL = friction loss in traveler hose (psi) IF c = 150
c = roughness coefficient Q = 210 gpm
Q = fiowrate (gpm) D = 3.25 in
D = inside diameter of pipe or hose (in) and L = 840 ft
L = length of supply line or hose (ft)
then FL = 23.09 psi
Friction Loss in Traveller Hose = 23.09 psi

TOTAL DYNAMIC HEAD
si
Elevation dif. from water to CL of pump-
1.732
Elevation of nozzle-
2.165
Elevation dif. between CL of pump
and high point in
4.33
Sprinkler discharge pressure-
80
i
FL in pump suction assembly-
2
FL in pump discharge assembly-
2
FL in traveller hose' -
23.09
BRAKE HORSEPOWER
feet
w
4
5
10
184.8
4.62
4.62
53.34
FL in supply line*" - 5.99 13.83
TDH-1 121.30 280.2
BHP = [Q`TDHY[3960'Ep]
where,
BHP = power required to drive the pump (hp)
Q = flow rate (gpm)
TDH = total head the pump operates against (ft)
Ep = pump efficiency (decimal form)
IF Q = 197 gpm
TDH = 280.21 ft
and Ep = 0.65
then BHP = 21 hp
Brake Horse ower = 21 horseQower

.31U UUN® PERFORMANCE TABLES U.S. UNITS
100 SERIES BIG GUNS 240 TRAJECTORY"
100 T TAPER BORE NOZZLES
I.
Nor21e
'S•
GPM CIA
Nozzle
1i6'
GPM CIA
Nozzle
s'
GPM CIA.
Ndrrfa
55'
GPM DIA.
Nozzle
7•
GPM CIA.
Ndrrle
75'
GPM DIA,
Nozzle
B'
GPM CIA.
Nor:la
96'
GPM CIA
II Nozzle
i 2.
iiii GPM CIA,
Nozzle
t-0•
GPM CIA.
Sa
50
205, 1
64
215,
74
225,
,.
iii
167
i
r
-
y
150
273,
1 Ise
290'
12
�204
300•
23s•
130 245'
Its 256• 130 255'
70
1190
0
`80
6a
76
225.1
245' 1
255' 1
75
83
92
238'
25a'
278'
as
700
250•
270•
lo3
111
263r
283'
In
275'
'295`
136
283•
1 155
295•
T77
201
302, 1 197It
325' f 223
310
335'
243
274
asa
3a2'
•380'
135
155 308• 175 31s'
111 290'
1n 303'
t50 315'
111 324` t95 335'
222 344, i 247 at:
n•.m— —,y w— t• Iw A Qlw,
100 R RING NOZZLES ••r
Intl nu nlowl l.eFp Mn7-71 cot
PSI
.71 RING
77 RING
at WING
.68 RING
a9 RING
.93 RING
.98 RING
0.5 ON
3.6 ON
a•7DN
0.9ON
GP'M DIA
GPM CIA
GPM CIA
GPM 01A
GPM DIA
GPM CIA
CPM CIA
GPM DIA
i- DIA
GPM CIA
GPM CIA
h152
45 16a 4t 1s7
tta 1st
40
68 208
70 212
91 2t5
103 224
1t8 235
134 23a
242
43 IS4
:r
60
8t 235
98 240
110 245
125 260
741 270
t64 275
183` 280
-
-
t10 200
143 21t
r
a'
: i
.278:,e,
"
r163
YWa
90
94 255
ttt 285
121 275
145 285
300
189 305
21l 315
-
-
r-am
MAN"
ffagfil"-
742 295
162 305
182 320
too
105 270
124 280
212 325
236 335
- -
- _
—
r
:
�.
1 a , 376
14 a2
�� r.
• � •. •o� •�.•..-. •.�,� e� y � . uw c �- uquclury er�y�a sea gar � -
150 SERIES BIG GUNS — 240 TRAJECTORY"
150 T TAPER BORE NOZZLES
Nzzle
O7
.•
Not
A!I*DIA.
Nozz
.9
.9.
or:IeDIA.
1A'
azz1eDIA.
1.1'
�•1eCIA
1,2'
1�•
�1eDIA.
PS.t
GPM
CIA.
GPM
GPM
CIA.
GPM
GPtA
GPM
y GPM
Sa
110
26
4
+ 330
SFS'
I 389
38r1.
f=.?�I�A�iCtL'iliaS•lfYWi9QiYii:.�ii�Cilf►7'
S7'
�'
3HC
,
:SS' y
1 4a5
410,
80
ljj 129 240'
( 185 310'
2tp 335'
260 355' 315 375'
�'�•'
�:'IMIN��')f
l..�..A
n']M1ti: •"')`t'Sll.l':
Y19. •..
•fI
4"
1 185
330'
+ 235
355'
290
375'
! 355 400'
too
i t43 3t0'
425
42T
S00
asp
'l.+b�L'.r;u:sRA•:in��..;DsLe:4.eai
_;i_._14n,`.:.�1._.
'. oaj��
z.i
1 465
++u"'
I 545
aep•
120
t57 33c'
204 350,
25a 375'
320 395' I 385 420'
',50 R RING NOZZLES
As
glop
7•
' no
1.08'
RIn4
t.tB
Ring
1.25'
R,nq
1.3A-
I
Rini
1.41
PSI.
GPM
DIA
GP.M
DIA.
GPpM DIA.
GPM
DIA. GPM
CIA.
GPM
]:A
GPM
DIA,
60
ISO
25G'
1a3
280,
182 300,
225
315' 1 27S
335'
333
385
385'
s0 1
128
2B0'
165
300'
210
260
340- ! 31$
360'
3d0
??•3'
4A5
305'
•t^i4'... �•brttiA.'S•
Ni7a..-mow:-_R
r•'
_ _�artr•�+_'.
_1_-na.'•.. �+'n7
-
1
y.
ll 235 340,
I z90
asa 355
3Ha'
,Op a3 300' las 320•
425
4,0
!Co
415•
oAd,
..a-_
a�n•t .�
1 _ _., �.tx�' , nxr•,'
"T :: -,... Lam.....,
256 360'
320
380' I 365
400'
465
A: -SAS
435'
120 157 315' I 204 335'
The diameter all throw is approximately 3% less for too 21+ Itajeclory angle.
00 SERIES BIG GUNS -- 270 TRAJECTORY"
1n T TAPFR RfSRF Nn771. ES
Nozzle
Nozzle
Nozzle
Naiile
Narz1•
Noz:Ie
Na
Nozzle
vazzle
Naz"
1.05'
t,t•
1,2'
t3"
1.a•
1.6'
1.75'
1.D•
)St.
GPM CIA,
GPti1
DIA.
GPM
CIA,
GPM D+A,
GPM
DIA,
GPM CIA
GPM
DIA
GP'4
CIA
GPM
DIA.
S".
-3ad.ra.--w,
n15 AT(]"
460
1
430•
ar�15ie4130'
1 555 450:
�.`�5.::�3i..
63C
465'
_teas.
755
a7n
435'
890
$IS'
70
y4L: 270 Bev 310 380.
355 395'
:ear.�ilira9D:a�ctr,�ra
Y s'.
)1 Q,_,r•.
�445
r
$Q.ii1La7D�;.,.
a:r:.aas''
.
90�
310 390'
1 350
4t0'
405
425'
475
545
465'
f 625 485,
715
505, 1
'5-
$24'
f ICC5
555'
•,445
... 71i1��nnr_s!e--'
fael'.ci}yri
!10
340 4IC'
...425' AI
1 390
430'
450'
525 470'
605
495-
1 655 515'
790
5]5'
at'
5=5
565!
I ilia
IIIIIA
590'
170
1 370
425
445,
485
465'
565 485'
1 655
515,
1 755 SA0'
860
560,
1 1 c<
S30'
I t210
620•
0 R RING NOZZLES
1 �;' A+ng 1 ?{' Ring t '7 Rmg I t{' Ring 11h" Ring 1 'i• Ru•g 2' Ring
11.29' actuaq I1.ae' anuaq I1.Sfi' actual] (1 d6' acwall f1.7a• acwaiy 11 d#' ac..,a,l I193' actuaq
5.1, GPM CIA, GPM CIA GPM DIA. GPM DIA. I GPM DIA. GPM ]IA GPtI DIA,
00
1 250 3s0' j 330 370 I
3B5 37
1.
t4AS 4100
'4
'T 515 4�2rt5, 1 5d5 s-;' 1
.�S.sy1...li'
' "
669955 AA�sss,,
,1,A�y�td]I1�'13'•Mltr
90
r=e_y•'_4 li4 _a\l.- LGI�.•..11':
290 370' II 3so 400'
.]A, 1h
445 420'
y1HY1,Y�iY..•Y4
S15 Al"
r�d111:1-.N._R1n:�.
a';' {
S50 � A55',I}1
1/•111��
805 490,
x+.lMl;..•,rn'.�a:
I
nen.:� ' Y.4A�4.r{Li'+iri:SJ�Jen'.airt
:�i7gi4lilla�aSC.-..�.r-:c..17AaYeriLls'
'-6675
70
325 39G' 425 425'
Soo 4n5'
575 465' Soo 480'
...
I 755 :..
SW 520'
tee.... ^•465
;;i r.[f25.r tanls'1'.'..,'
os.::.rrpass:4i.><a9a::r�.J�►.�c.7ga.s;.sra
!0
355 a10' any'
5't'1 4fi5'
F;10 n115' 1 725 $Ga.
II;.S 5?.' I
9a5 5+5'
u Giamelar Of throw .a apororlmaraiy 2% toss toe the 241 Irajectury anr21n, 5% leas for rho 21 • trajectory angle.
The 810 GUN• parlormance data has boon cotauled under 1dual tail conditions and may be adversely attoctad by wind, poor hydraulic andante c:nd,uons ce
;roar factors.
Nelson Irrigation Corporation maxos no represenialion regarding droplet conemon, un;larm,ty, or application rate.

• DIAMOND PLASTICS
CORPORATION
IPS IRRIGATION PIPE
ASTM D2241
Stock Norrilnal ' Wolght Outaldo Wall tnsldo Plocas Par Foot Par Foot Par •
t
SDR - 41
100 PSI
.a.
LM
4"
1 4,7,o1
4.500
.110
4.280
63
1,260
20,160
M
6"
0'
6.625
.162
6.301
28/32
560/640
81400
M
8"
!0
8.625
.210
8.205
15/10
300/2t70
41840
M
10"
' !
10.150
.262
10.226
12
240 .
3.,420
M
12"
8�.0
12.750
.311
12.128
618
120/160
-•2,100
SDR - 32.5 125 PSI
,
M
4"
4.500
.138
4.224
63
1,260
.20,160
M
6"
6.625'
.204
6.217
28/32
560/640
81400
M
8"
A
8.625.
.265
8.095
15/10
300/200
4,840
M
10"
p0
10.750
.331
10.088
12
240
3,420
M
12"
r0
12.750
.392
11.966
6/8
120/160
21100
•
SDR - 26
160 PSI
x
2"
2.375
.091
2.193
204
41080
65,28Q
M
3"
3.500
.135
3.230
88
1,760
28,160
M
4"
, 5B{. F'•
4.500 ,
.173
4.154
63
1,260
20,160
M.
6"
00
6.625
.255
6.115
28/32
560/640
8,400
M
a
8.625
.332
7.951
15/10
300/200
41840
•M
1a"
i� • ��
10.750
.413'
9.924
12
240
3,420
M
12"
y 7•z.
12.750
.490
11.770
6/8
120/160
2.100
SDR - 21 •
200 PSI
M
2"
+:4..9
2.375
.113
2.149
204
41080
65,280
M
3"
8a
3.500
..167
3.166
88
1,760
28,160
M
4"
4.500
.214
4.072
63
1,260
20,160
M
6"
_�^ t
;4t�
6.625
.316
5.993
28/32
560/640
84400
M
8"
�1�11 .�
8.625
410
7.805
15/10
300/200
4,'$40
M
10"
•.:phb�.{'.0
10.750
.511
9.728
12
240
3,420
M
12"
12.750
.606
11.538
6/3
120/160
'.2,100
Prices are subject to a firm policy of "Price in effect at time of shipment on regular purchase."
Possession of this page of a price list does not constitute an offer to sell.
*Freight regulations &/or equipment may reduce maximum footage per truckload.
All prices F.O.B. manufacturing location.
L = normal stock item at Lubbock, Texas
M a normal stock item at Macon, Georgia
Joints Per Quart of Lubricant
(Furnished)
4"
65
6"
60
a"
45
10"
35
12,
25
l5"
15
18"
12
21"
10
24"
a
27"
5
Additional Lubricant
4 H
12 Qt. per case
4 Cal. per case 1��r OOf gar14
2

THRUST BLOCKING
4„
DEAD END AND TEE _ (200 X 16.2) / 1200 = 2.7
90 ELBOW = (200 X 23.0) / 1200 = 3.8
611
DEAD END AND TEE _ (200 X 34.8) / 1200 = 5.8
90 ELBOW = (200 X 49.2) / 1200 = 8.2

Handl ing and Installation of PVC Plastic Pi
Temperature has a major effect on PVC plastic pipe. As temperatures
approach freezing, the flexibility and impact resistance of PVC plastic
pipe is greatly reduced. At low temperatures when joining solvent weld
pipe, a longer time is required for the glue to set. Generally solvent
weld pipe should not be joined at temperatures below 400F. At high
'temperatures pipe becomes more flexible and set-up time for the glue is
greatly reduced. ,
When pipe is stacked, it should not be placed in piles more -than
five feet high. Occasionally out -of -round pipe will result from stacking.
In warm weather, once the weight is removed, it will rapidly assume a'
round shape. In cold weather, several hours may be required for the pipe
to return to the original shape.
Sunlight can have an effect on the pipe, especially in colors other
than white. It may warp and exhibit a snaking effect. When left in the
sunlight for long periods, the color may fade and the pipe will harden
at the surface causing a loss of impact strength. Discolored pipe should
be handled carefully during installation. If pipe is to be stored out-
side for long periods of time, it should be covered with a cover of
opaque material, not plastic, and air should be able to circulate under
the cover.
Gaskets should be stored away from excessive heat and solvents.
Some pipe comes from the manufacturer with the gaskets installed. If the
pipe is not to be installed immediately, the gaskets should be removed
and stored.
When installing gasket pipe there are several simple steps to follow
that will ensure leak -free joints. The gasket or ring groove should be
cleaned of foreign materials. The gasket should be properly installed.
Ample lubricant should be placed on the male pipe end, the pipe aligned and
the male end inserted into the female end. Some pressure will be required
to force the male end to the correct depth. There will be a reference
point to indicate the required penetration depth. If penetration is not
deep enough the joint may leak; and if penetration is too deep, there is
not adequate room for pipe expansion. Once the joint is made, the pipe
being installed should be rotated to ensure that the gasket Is not pinched.
Gasket pipe may be connected in the trenc" "— ground beside the
trench and then lowered into the trench. If the latter is done, check
each joint to ensure that penetration is correct. If it is necessary to
cut pipe, either a PVC pipe cutter or a miter box with a carpenter's
fine-toothed handsaw should be used. For gasket pipe, it will be necessary
to bevel the pipe, usually at an 80 angle, accomplished with a special
rasp or file. For solvent weld pipe, burrF chips and'filings should be
removed from the outside and inside of the pipe and it is preferable to
slightly bevel the outside circumference.
Fittings for gasket pipe may be plastic cr steel. The trend in
the industry today is to use epoxy coated steel fittings. These are
manufactured by several companies (McDowell, Pierce, Davis, etc.) and can
-4 -

I
tIEV
of
Figure No. 4
k
THRUST 13LOCKS
1. Trcs 1. . -1
I &, 2. I'luAlicd End of Toe
3. Co' Elbow
4. End Cap$ or Plus&
3. Valve
6. Sleep l"Clind

i
tom` .�: ► r.•-►': 4�:,'.': '•.,:: - , .
J Ngure'2. Anchorage blocks. for in-line.valves.
Table 1 is the forces encountered -at end plugs to calculate
forces encountered at bends, tees and wyes, multiply the figure in
Table 1 by the factors given in Table 2.
Table 1. Thrust 'W at End Plugs
Thrust in lbs. for test pressure in psi
Pipe Diameter
(inches)'
100 PSI
150 PSI
200 PSI
250 PSI
1h
295
440
590
740
2
455
680
910
1140 .
2�
660.
990
1320
1650
3
985
1480
1970
2460•
4..
1820
2720
3630 '
4540
6
3740
5600
7460
9350''
8
6490
9740
13,000
16,200'�"`
10
10,650
16,000
21,300
26,600
12
15,150,
22,700 .
30,200
37,800.
14
20,600
30.800
41,100
"51,400
.16
26,600
.39,800
53,100
66,400
-6-
JI

7 w.i�..�t,r►4rW1A.ItiLaw.r�^r......�.�.-..
.aen'eral Installation
le comma ndations:
=013 GASKET PIPE
nstallatlon
xcavatlon, Laying, Testing, and Back -
ling Instructions are usually provided
ytheEnglnearincharge of theprojecL
elerence may also be made to Ameri-
en Society for Testing and Materials
landard, ASTM i-2774'Recommended
racllce for Underground Installation of
hermoplasllc Pressure Piping."
:xcavatlon
The trench bottom shall be stable,
Dntlnuous, relatively smooth, and free
i rocks or other objects detrimental to
ie plpe. It shall provide continuous
ipport for the pipe, and bell holes shall
a provided for the ball and spigot Joints,
Ilves, and other system components
at might act as a rulcrum. When made
rough a rock cut, at least 4" of com-
icted satisfactory bedding material
all be provided.
The trench depth shall place the pipe -
a at least 6" below the lowest recorded
Fst depth, and shall place the pipeline
pth at least 30" below grade.
The trench width at the top of the plpe
all be as narrow as practical to allow
squats room for Joining the pipe and
flow propercompactlon of the sldefill.
%Imum trench width Is normally corn
Bred 12" plus the pipe O.D.
Pipelines shall be cased, bridged, or
erwlse protected at locations where
y will be subject to heavy surface
Js due to shallow burial. Casing shall
D be used In spanning creeks and
lies, extending 8 f L on either side of
creek or gully.
linting
'he, pipe shall be Jointed In the trench,
bove ground, in accordance with the
Iting instructions.
Is important that the gasket be clean
properlyseated, the spigot end well
Icaled, and the bell and spigot ends
led correctly In both -planes.
Jointing Is done above ground, care
Ild be taken when lowering pipe Into
ranch that the depth of the Joint entry
Lins correct. Chock that the depth
,try mark on the spigot ends Is flush
the face of the bail. Jointing of B"
ergo pipe, Isusuatlydono In Illo trench.
T NO TIME should a back-hoo or
tr device be used to assemble pipe,
Thrust Blocking
As with other push -fit rubber gasketod
Joints, the pipe will not tako and thrust
without restraints. Thrust blocks are
usually required at dead ends and
wherever the line changes direction of
30 degrees or more.
1. Thrust blocks shall be placed so that
the bearing,surface Is In direct line with
the major force created by the pipe or
fitting. Concrole having a compressive
strength of 2000 pat Is the recommended
blocking material, and may be poured
between the simplest of forms and the
undisturbed earth bearing surfaces.
d , 2. Thrust blocking size may be calculated
as follows: .
a) Mulllply the pressure level deslred
for testing byre value shown In the
table for thrust on fillings:
Thrust In Pounds
Plpo
Sixe
90
Elbow
43
Elbow
22%
Bond
Doad End
or Tao
8-
40.74
2a.3a
13.45
3e.10
8"
62.01
44,72
22.130
81.18
10"
1 120.04
1 99,47
1 36.42
1 95.05
12"
160.54
1 77.23
1 49.02
1 133.70
b) Determine the bearing strength of
the soil from the following table;
BEARING STRENGTH OF SOILS
SOIL
lb. par Sa Ft.
muck pant, etc,
0
Soft clax
1,000
Send
21000
Sand and gravel
3.000
Sand and gravol comontod wllh claX 4.000
Hard shale
10,000
c) Divide the total thrust on the fitting
(step a) by the bearing strength of
the soil (step b). The result Is the
square loot of area needed on the
face of tho. thrust block.
d) Thrust blocks should haunch the
pipe or fitting, not encase IL
Backfilling
1. Place soloct backfill and compact
under the haunch, along the sides of,
and over the lop of the pipe to a Com-
paclod depth of at least 6". This backfill
shall be, soils that allow good compaction
and placed In 6" layers, wellcompactod.
It shall be free of rocks, frozen clods, or
other hard objects.
2. Tho final backfill may than ba made in
the usual manner, but Care should be
lakon not to dump largo rocks or heavy
objects on the Initial backfill and plpellne.
3. If the Joints and fittings must be loft
exposed while under lest, backfill to
within one foot CI each side of the Joint
or fitting to prevent deilectlon of the
pipe while under test pressures.
Testing
1. ALL AIR iNTHE PIPELiNESHALL BE
BLED OFF CAREFULLY WHILE FILLING
THE LiNE WITH WATER FOR TESTING.
Entrapped air In the line can cause ex-
cessive test p'ressures4'ond create un-
necessary problems. Air shalt be bled
off at the high spots In the line. Air
removal may also be accompllshed-by
pushing a. foam plug through the line by
Incoming water pressure. , .
2. Test pressures may be I Va times the
designed operating pressure of the
pipeline, but shall not exceed the maxi-
mum pressure rating of the pipe.
3. After pressure test and acceptance
of testing, the uncovered Joints and fit-
tings shall be initially backfllfed with
well compacted soil, and then covered
with final backfill.
4. Hydraullc pressure testing of the
pipeline shall be carried out Initially at
intervals not exceeding 500 yards and
thereafter at Intervals not exceeding
1,000 yards.
Radius Bends
Gradual change Qf direction may be
achieved byderleciing orcocking R,ESER
Joints a maximum of 3 degrees without
affecting the hydraulic seat of the joint.
Offsets are made only after tba.straight
in -line assembly Is made. Detleclfonsat
the Joint and minimum curve radii (ft.)
obtainable are listed below:
Do9roo of
oellocrlon
al the Joint
'
Ofisel, lnchas Radius. loot
1
4.2"
1,1sop
2
8.3"
572'
3
12.3"
lei,
-4-

Irrigation Water Conveyance 430-DO.3
The ratlo of air -release valve diameter to pipe
diameter for valves Intended to release air when
filling the pipe should not be less than 0.1.
However, small -diameter valves may be used to
limit water hammer pressures by controlling air
release where control of filling velocities Is
questionable. Equivalent valve outlet diameter of
less than 0.1 are permitted for continuously
acting air release valves. Adequate vacuum relief
must be provided.
Air -release valves or combination air valves shall
be used as needed to permit air to escape from
the pipeline while the line Is at working pressure.
Small orifices of these types shall be sized
according to the working pressure and venting
requirements recommended by the valve
manufacturer.
Manufacturers of air vales marketed for use
under this standard shall provide dimensional
data, which shall be the basis for selection and
acceptance of these valves.
Drainage. Provision -shall -be madefor
completely draining the pipeline if a hazard Is
Imposed by freezing temperatures, drainage is
recommended by the manufacturer of the pipe,
or drainage of the line Is specked for the job. If
provisions for drainage are required drainage
outlets shall be located at all low places In the
line. These outlets may drain Into dry wells or to
points of lower elevation. If drainage cannot be
provided by gravity, provisions shall be made to
empty the line by pumping or by other means.
Flushing. if provisions are needed for flushing
the fine free of sediment or other foreign material,
a suitable valve shall be installed at the distal end
of the pipeline.
Thrust control. Abrupt changes in pipeline
grade, horizontal alignment, or reduction in pipe
size normally require an anchor or thrust blocks
to absorb any axial thrust of the pipeline. Thrust
control may also be needed at the end of the
pipeline and at In -line control valves.
Thrust blocs s and anchors must be large enough
to withstand the forces tending to move the pipe,
including those of momentum and pressure as'
well as forces due to expansion and contraction.
The pipe manufacturer's recommendations for
thrust control shall be followed. In absence of
the pipe manufacturer's requirements, the
following formula must be used in designing
thrust blocks:
go HD' a
A . sin Z
Where:
A - Area of thrust block requir>rd In- fta
H - Maximum working pressure in ft
p .Inside diarneter of pipe in ft T
Q . Allowal3le passive pressure of the soil in
tb/ft'x .
a .. oeeection angle at pipe bend
Area of thrust blocks for dead ends and tees shall
be 0.7 times the area of block required for a 90-
defiection angle of pipe bend.
If adequate soil tests are not available, the
passive soil pressure may be estimated from.
Table 1.
Materials. All materials shall meet or exceed the
• Tninimum-requlrenmrits indicated in
'Specifications for Materfals.'
Plans and specifications
Plans and specifications for constructing high-
pressure underground plastic pipeline shall be.ln
keeping with this standard and shall describe the
requirements for applying the practice to achieve
its intended purposes.
Table %--Alloveable sail bearing pressure ,
17satr< of cayor
to casinr at tmn= Block
gaturat Soil material
2 it
311
fl
5'ft
8.00
10,000
10.0oo
10=0
00ns4 Sand ana gr=w1
mcuur. (IMMed
e ..40-) ...............
1.20o
1 X0
Z4 0
3.000
oor" dad to c0=46 sand
(assutnsd e _ as') ........
e00
1200
I.550
7-100
sth and day muaur•
(asawned 0 .25•) ... _...
500
700
SSo
1200
Son day and orcnvc
SOILS (assumed
0 - 10'1 ......... _.............
200
soa
AM
Soo
SCS, January 1989

be fabricated in almost any configu'ration. Some epoxy coated fittings'.
'include -stacks and hydrants as an integral .part of the fitting. '
Occasionally it may. be necessary►'toconhect :PVC plastid pipe to' .steeI; '•
or ,CA. pipe•. ,This connection �an',be''.ma,de with,a coupling called •a'''
transition or repair coupling.'. In -link vaTves can' be -supplied with" '
c n o gasket pipe
o nections •t
Thrust blocking is requi 'red for gasket pi 'e'.' ' Most thrust' blocks•''
will be concrete. ' Manufacturers recommended thrust blocks at any.'" 1,' ;. •''
change in •d,irection,greater' than .10 . , Figure 1 gives an example"cf,
different arrangements,for'thrust blocks:'
S
41 .:
►': a' tP
Figure 1. Example of different arrangements for thrust blocks.

r:.
so
(6a)
r
1 60
v (45)
RATED BHP is the power rating for variable speed and load
applications where full power is required intermitrendy.
CONTINUOUS BHP is the power rating for applications
operating under a constant load and sperd For long lkriods of time.
POWER OUTPUT is within + or - 51A, at standard SAC] 1995
and ISO 3046,
PHOTOGRAPHS MAY SHOW NON,' AN(IAPD FQ(IIPNJrNT,
DEERE
PERFORMANCE DATA:
Rated Power
Intermittent (I) ............................... 80 hp (60 kW) @ 2500 rpm
Continuous (C) ............................... 72 hp (54 M) @ 2500 rpm
Peak Torque
Intermittent (I) ......................... 215 lb-fr (292 Nm) @ 1200 rpm
Fuel Economy
BSFC .......................... 0.3581b1hp-hr (218 glkWh) @ 1600 rpm
(1) . (ntersid4mit Data
(C) . Continuous Data
PERFORMANCE CURVE
Intermittent Torque ? I 168 Ib ft
'
(228 Nm)
I .
8Qhp� i
Intermittent Power ' 4
I'` I I
" 72 hp ) I
4kW
Continuous Limit l f5 )
is I� I
iFuel Consumption
1000 1200 1400 1600 1800 20M 2200 2400
Engine Speed — rpm
200
(271) i
180
(244) 1
160
(217) !`
0.44
(268) �C
0.40 e3
(242)
0.36 1
(2181
12

BERKELEY PUMPS
TYPE "B" RATING CURVES
ENGINE DRIVE
CURVE: 4117
DATE 8.1-a4
PAGE: .2.02
SUPERSEDES
Curve 4117 Page 2.02
Gated 4-1-85
caaa: MaMHaI C.I. PmtmL H-1863 Yeah Na H-1863 VARIOUS R.P.i1. - crclaa
Jwgpo a1: Mato" C. I - Pan. 11a. L-3o01 Mash. Ns L-3038 ola. 1 3-1/2" FULL T 0 s L. mr 1,."' -aa- a
u. Ina 10- /, rwu.
30
3
400
9
0
200
0
F
100
0
root t
0 1oo 200 300 400 500 600 700 ' Goo 900 1000 1100 1200
CAPACITY IN U.B. GALLONS PER MINUTE '
C-7048 9..wan T-2554 supuuau C„7048 0u-o 10_27-71 c"' 3-29-72 MODEi
B3JQBM
C ": YatorW C. I . P.a ma. H-1939 mom Na H-1939
khow.,: 4aww C.I. Poll -ma. M-2319 mwh.Hg M-4821 or. 10-7/16" FULL
MAXIMUM WORKING PRESSVR( 266 PSI
Y.RI OVS R./.1a. _ C%aW
! 0 S.L. I0, 1 -N ..w.r
Y•1 Y 1 ❑
�. 30
10
175% f
400--,-.1 ...._.... .T,,. I �I I •I•• ..
_.r,.......�.1....._...I.......... ...»... ..._ ... r _.I .. ................ ;.li I ... ......................_.......0
.-i......—.
1Od RPM MAXtAliM T'}
9 3ryd
..I EFP I a INNcr
W 3000 RPM: .. ........... _ ....... _. ...... ...._
2803 RPM300 . I { f I
i -- —
u 26C . RPM ' .....
i 50 :_ :. 0 • »• _ L_...
........
........
_......__ � � f 1. ........
I
:. . _
N I
5Q 2CC01 RPM
18001 RPM
100-....i._..»...�.... ! _: 4p} _bleep........_.i._..._....:..........«........ .,.... . ......
1 I 1 I I I
. ... .......
zor 1 10'L�
TOOL
1 r
I.
0 0 IGO 200 300 400 500__.600 700 1300 900 1000
' CAPACITY IN U.S. GALLONS PER MINUTE .�
C-6695 s.--ct— T-2675 uc-r-.a.- C-6695 Dew 9-3-71 D.I. 3-29-72 MODEL B 4 E Q M

.1
9I2/98
Mr. J.R, Joshi
Division of Water Quality
P.O. Box 29535
Kaleigh, NC 27626-0535
A GRIMENT SER VI CE.S INC.
P O. BOX 1096
13EULAVILLE, NC28518 RECEIVED
I'EUFAX [phone] WATER QUAUTYSECTION
SEP 2 e 1998
Non -Discharge Permitting
Subject: Application No. AWS260072 Additional Information Request
Dear Mr. Joshi,
Enclosed is the narrative as requested with the attached guidance memorandum for the
new rates for overseed
I hope this additional information will address the additional items requested. If not feel
free to contact us and we will try to accommodate the Division.
With Kind Regards,
Ronnie G. Kennedy Jr.
Vice -President Operations
Agriment Services Inc,,
CC Doug Niemond, "I'DM Farms

RE JrM ADDLIYDU11� To I STE' U� L&A �'�UN PI., N_.'
EA-R1 f NAHL, TDM 96
OWNER NAME; !'YPAC'LLLCDESIG
JV
AgjQZX., Reg FAfiR0E TO
THIS WASTE UTILIZATION PLAN WAS CREATED WITH THE
CERTIFIED fMGATION DESIGN INCLUDED. THIS FARM WILL
INCORPORATE THE USED OF A HONEYWAGON TO DESIGNATED
AREAS OF IRRIGATION INEFFICIENCIES (AREAS HIGHLIGHTED
ON MAP). THE HONEYWAGON (PHOTO ATTACHED) IS
MANUFACTURED BY CLAY COMPANY AND HAS A CAPACITY OF
1500 GALLONS. THERE IS MORE THAN 3 ACRES HIGHLIGHTED
FOR THE USE OF THE HONEYWAGON; HOWEVER ONLY 3 WERE
USED IN THE PLAN TO REMAIN CONSERVATNE, CYPACK LLC.
INTENDS TO APPLY HIS WASTE IN ACCORDANCE WITH THEIR
SPECIFIC ANALYSIS NOT TO EXCEED THE AGRONOMIC LOADING
OF THE CROP OR THE HYDRAULIC LOADING OF THE SOILS
(HYDRAULIC LOADINGS ATTACHED), CYPACK LLC. MAY USE
CATTLE TO REMOVE SMALL GRAIN IN WINTER MONTHS. ALL
APPLICATION FIELDS MUST MEET MONITORING AND
REPORTING REQUIREMENTS WHEN USED. THE SMALL GRAIN
OVER SEED FOR THE TRAVELING GUN SYSTEM REFLECTS THE
NEW HIGHER RATES FOR NITROGEN REMOVAL, BY SMALL
GRAIN. PLEASE SEE ATTACHED GUIDANCE MEMO FOR
RECOMMENDED PRACTICES RELATED TO THE NEW RATES.
9/2/98
��RONNIE G. KENNE JR.
TECHNICAL SPECIALIST
Rb oc-
Cyr"'k Lz' c