310260_Permit Renewal Application 2019_20190410

State ofP—,.I Carolina
Department:of Environmental Quality
Division:of Water:�Resi►urces
Animal Waste 1VMariagement Systems
Request for"Certification of Coverage
Facility Currently covered W Expiring Sate Non=Discharge General Permit
On September 30, 2019, ,the :North :Carolina State Non-Discharge General Permits for Animal .Waste Management Systems will
expire.. As required by these =permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits-must, apply for renewal at least 180 days: prior to their expiration date. `'Therefore; all• applications
must be received by the Division of Water Resources by no later than"Apri13,2019.
Please do not leave any question unanswered. Please verify all inforpigtion and make any necessary corrections below.
Application Heusi be signed and dated by the Permittee.
1. Farm Number: 31-0260 Certifnaee 15f toverage Mauzbcr: AWS310260
2. Facility Name: LID&Winfred Maready Farm p (�
3. Landowner's Name(same as on the Waste Management Plan): L—Di dv mn —Lv C i Z. 1 GW-eix l� a-n t rlw�G� Mevead
4,1 Landowner's Mailing Address:. 368 Cypress.CreekRd
City: Wallace State: NC Zip: 28466
Telephone Number: 910-285-5724 Ext. E-mails
� o133D "
5. Facility's Physical Address: -3229 Lightwood Bridge.Rd
City: Wallace State: 'NC Zip: 28466
6. County where Facility is located: Duplin
7: Farm Manager's Name(if different from Landowner): Winfred Mareadv
g, Farm Manager's telephone.number(include area code): 910-285-5724 Ext.9: Integrator's Name(if there is not an Integrator,write"None"): IVluruhy-Brown LLC 5 rh t Q Y Ld
10. Operator Name(01C): Winfred D.Iylaready Phone No.: OIC M 19850
11. Lessee's Name(if there is not a.Lessee,write"None"):
12. Indicate"animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 5,760
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens 1lorses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean .Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

r
r
1.3. Waste Treatment and Storage Lagoons.,Vq the followin information is accurate 00 corn lete:Make all necess
corrections and provide irussmg data)
Estimated Liner Type Estimated Desiga Freeboard
Structure Date
(Clay,Synthetic, _ Capacity Surface Area. "Redline" 4.
Nanie Built Unlmown) ;.(Cubie-Te ;(Square Feet) (Inches)
#1: m`. I9:50
#2 19,50.
Mail one (1) copy of. the Certified Animal-.Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAMW 4iin5t include the folio xring cnnip6nents:
1. The.most recent Waste Utilization Plan(WUP),signed by the owner.and a certified technical specialist,containing:
a. The method by which waste is applied to the-disposal fields(e.g:irrigation,injection,etc.)
b. A snap of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design' calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations; or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal._
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

4
I attest that this application has been reviewed by me and is accurate and complete to the best of my loiowledge. :I understand that;
if all required.parts.of this application are not completed and that if all required supporting information and attachrrien#s are.not
included;this application package will be-returned tome as incomplete;
Note: Tn accordance.with NC General. Statutes 143 215.6A and. 143 115.6B, any person who knowingly makes any false_statement,
representation, or.. certification' in.any application=may be subject to.civil penalties up to .25,000 per violation. (18 U:S.C.
Section.1001 provides a punishment.by-it fine of not more than $10,000 or'imprisoinnent of not more than 5 years, or both for
A similar offense
Printed Name of Signing Official (Landowner, pi". if. multiple Landowners all landowners should sign. l;f Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: i Title: Q I J1 I,e V'
Signature: Date:
Name: Lt'(6](k 1" o- i`eaj a :Title: L�►'l�i
Signature: �.G�C�LC� j �x cac, Date
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
_ NCDEQ-DWR `-
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
RECENEMCDE'OM
vftwaww
FORM: RENEWAL-STATE GENERAL 02/2019

ws3
ROY COOPER ( RECEIVED/NCDLTODM
Governor �� �
MICHAELS REGAIN MM l V�y ry2U}(�(J
SeCrx�krty q,.uti ✓4'
LINDA CULPEPPER NORTH CAROLINA
Director: €nY+roramentq!Quality ' Water Quality
10�al opeMth,89COM
February 27,2d19 . .
L'D Maready
LD&Winfred Maready Farm
368 Cypress Creek Rd
Wallace,NC 284.66
Spbject; Auplication for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non=Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation.State Non-Discharge General Permits are available
at hm;s://dpq.nc.gov/abouVdivisions/water-resources/water-qualiry-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Centei'
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure Your continued coverage under the .State. Non-Discharge General .Permits. you must submit an- application for
permit coverage to .the Division:. Enclosed you will find 'a."Request for Certificate of Coverage Facility Currently.Covered by an
Ex iring.State Non-Discharge General.Permit," The 'application form must" be completed, siyed and returned_by April 3. .2019.
Please .note .that You must include .one 1 coy -of the Certified Animal Waste Management- -Plan CAWMP) -with .the
completed and signed application form. 'A list of.iiems. 'included in the.CAWMP can be. .found.on gage 2 of the renewal
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 1437-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section
Daplin County Soil and Water Conservation District
AFOG Section Central Files-AWS310260
Murphy-Brown.LLC
:North Cero?s'ns Departmerst cf Environmental Quel ty I D"susion of fAlster Resi ui s
' 512 N.S_E:bury_ St.1103E iVa;S=Iv'se_^_nt_r I R:�B41i,North Caroline 270941636

2
ROY COOPER
Govemor APR 0 2 2010
MICHAEL S.REGAN
LINDA CULPEPPER NORTH CAROLINA �rr,�^rr
Director Fnvir+onmental Quality a
February 27,2019
L D Maready"
LD&Winfred Maready Farm
368 Cypress Creek Rd
Wallace,NC 28466
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at h"s://deQ.nc.eov/abouttdivisions/water-resources/water-qualirv-regional-onerations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure our continued covers a under the State Non-Dischar ue General Permits. v u must submit an @Eplication for
permit coverage to the Division— Enclosed -ou will find a "Re guest for Certificate of Coverage Facility. CurrentIN Covered b4 an
Expiring State Non-Disph e General Permit." The application form must be completed. signed and returned by April 3, 2019.
Please note that you must include one ]l) coj!y of the Certified Animal Waste Management Plan iCAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel.
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmington Regional Office,Water Quality Regional Operations Section
Dunlin County Soil and Water CowcryaL�n District
AFOG Section Central Fi s=AWS 10
Murphy-Brown LLC
North Carolina Department of Environmental Quality I Di-vision of Water Resources
512 N.Salsbury St.1 1636 Mail Service Center I Raleih,North Carolina 27699.1636
" '-- 919.707.9000

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0260 Certificate Of Coverage Number: AWS310260
2. Facility Name: LD&Winfred Mareadv Farm
3. Landowner's Name(same as on the Waste Management Plan): L D Mareadv
4. Landowner's Mailing Address: 368 0 oress Creek Rd
City: Wallace State: NC Zip: 28466
Telephone Number: 910-285-5724 Ext. E-mail:
5. Facility's Physical Address: 3220 Lightwood Bridge Rd
City: Wallace State: NC Zip: 28466
6. County where Facility is located: Dunlin
7. Farm Manager's Name(if different from Landowner): Winfred Mama&
g, Farm Manager's telephone number(include area code): 910-285-5724 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Muruhv-Brown LLC
10. Operator Name(OIC): Winfred D.Maread\ Phone No.: OIC#: 19850
11. Lessee's Name(if there is not a Lessee,write"None"): �Vowe
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 5,760
Operation Tvnes:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
'Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian. APR ® 2019
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by the NC Department of Agriculture &Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
Any method which, in the professional opiniorwof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
r'
Si ature Farm Owner/Managet�lr Date
ft
_ ��, - 2 1I
Signature f Technical Specialist Date

13. Waste Treatment and Storage Lagoons (verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
#1 19.50
#2 L 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),sip,nedbN the and a certified technical s�ecialist containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,si-naturpt st—old be by a principal executive officer of the corporation):
_.._ Title:
Namc.
Signature: Date: T
Name: Title:
Signature:, u a 4. Date:
Name: Title:
Signature: Date: _
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 0=019

r
7
���t
North Carolina Department DEW"
Pat McCrory Environment and Natural Resources
Governor
John E. Skvarla, III, �
L D Maready October I,2014
LD& Winfred Maready Farm
368 Cypress Creek Rd .%,F...
Wallace, NC 28466
ti
Subject: Certificate of Coverage N '
g A WS310260
LD& Winfred Maready F �
Swine Waste Collection, Treatment,
Storage and Application System
Dear L D Maready: Duplin County
In accordance with your renewal request, we are hereby forwardingt
(COC) issued to L D Maready, authorizing the operation of the subject in accordance with General Permit A WG100000. to you this Certificate of Coverage
J animal wane management system
This approval shall consist of the operation of this system including b
and land application of animal waste the man
Plan iAAWMp as specified in the facility's Certified Animal Wut not limited aste Management
for LD �$ Winfred Maready Farm, located in
capacity of no greater than the following Duplin County, with a swine animal
g annual averages:
Wean to Finish:
Feeder to Finish:5760
Wean to Feeder:
Farrow to Wean: Boar/Stud:
Farrow to Finish:
Farrow to Feeder: Gilts:
If this is a Farrow to Wean or Farrow to Feeder operation, there ma Other:
boars are unnecessary, they may
replaced by gilts at a rate of 4 gilts be
everyby an equivalent number of sows.one rAn each 15 sows. Where
3 sows. y of the sows may be
This COC shall be effective from the date of issuance until September Certificate of Coverage Number AWS310260 that was untilaissued COC, you are authorized and required to operate the system n r 30, 2019, and shall hereby void
limitations as specified in the General Permit,the facili Previously ed to this facili
conformity �'• Pursuant to this
for collecting and maintainingty's CAWMp ty with the conditions and
established for this facility the required monitorin ,and this COC. An adequate system
• Any increase in waste production greatertl an the certified design
increase in number of animals authorized b Operational information must be
the CAWMp and this COC Y this COC(as provided above)will require a modification or
number of and must be by
prior to actual increase in either wastewater flow or
Please read this COC and the enclosed State General Permit carefull . P
record kee in nd monitorin conditions in this e
General Permit. Please continue to use the same recordit.kee no forme m�efoe a careful attention to the
s. rms are unchan ed with this
1636 Mail Service Center,Raleigh,North Carolina 27699-1636
Phone:91"07-6464 1 Internet: htt�//wwuy.nnc4enn--,_ /
An Equal OPPortunity 1 Affirmative Action Employer—Made in part by recycled Paper

S
Permit Number AWG100000
LG
_ NORTH CAROLINA
DEPARTMENT ENVIRONMENTAL MANAGEMENT COMMISSION
ENVIRONMENT AND NATURAL RESOURCES
SWINE WASTE MANAGEMENT SYSTEM GENERAL PERMIT
This General Permit is issued pursuant to North Carolina G.S. §143-215 et 4 4 y` y
the State of North Carolina,and shall be effective from October I,2014 until September 30
seq.,may apply to any swine facility in
All activities authorized herein shall be consistent with the terms and conditions '2019.
Holders of Certificates of Coverage (COC) under this General permit of this General Permit.
conditions and limitations. unit shall comply with the following specified
I. PERFORMANCE STANDARDS
1 Any discharge of waste that reaches surface waters or wetlands is prohibited except as
Provided in this General Permit and associated statutory and regulatory otherwise
not reach surface waters or wetlands by runoff, drift, m �7'provisions. Waste shall
direct discharge or through ditches, terraces, or manmade conveyance, direct application,
state waters. grassed waterways not otherwise classified as
The waste collection, treatment, storage and application
ectively maintained and operated as a non- Oa system system era under this
General
the
Permit shall be eff
discharge of pollutants to surface waters or wetlands. Application of waste to terraces he
grassed waterways is acceptable as long as it is applied in accordance with Natural Resources
Conservation Service (MRCS) Standards and does not result in a discharge of waste to surface
waters or wetlands.
Facilities must be designed, constructed, operated, and maintained to contain all waste plus the
runoff from a 25-year, 24-hour rainfall event for the location of the facility. A facility that has a
discharge of waste that results because of a storm event more severe than the 25 year, at ho -
storm will not be considered to be in violation of this more
Permit if the facility is otherwise in
compliance with its Certified Animal Waste Management Plan CA ur
Permit. ( WMp) and this General
Any discharge or application of waste to a ditch that drains to surface waters or wetlands is
prohibited except as follows: (a) discharges from the ditches are controlled by best management
Practices (BMPs) designed in accordance with g
submitted to and approved b NRCS standards; (b) the BMPs have been
implemented as designed y the Division of Water Resources (Division); (c) the BMps were
fined to prevent a discharge to surface waters or wetlands; (d)the waste was
removed immediately from the ditch upon discovery,reported in accordance with Condition M-13. of this General
the event was documented and
eneral Permit. Nothing in this exception
shall excuse a discharge to surface waters or wetlands except as may result because of rainfall
from a storm event more severe than the 25 year,24-hour storm.
2. This General Permit does not allow the Permittee to cause a violation of any of the water quality
standards established pursuant to Title 15A, Subchapter 2B of the North Carolina Administrative
Code and Title 15A, Subchapter 2L of the North Carolina Administrative Code.
1
March 7,2014

Permit Number AWGI00000
7. If prior approval is received from the Director, facilities that have been issued a COC to operate
under this General Permit may add innovative treatment processes to the systems on a pilot basis
in order to determine if the innovative treatment process.will improve.how the waste is.treated
and/or managed. Prior to any approval, the Permittee must demonstrate to the satisfaction of the
Director that the innovative treatment process will not interfere with the operation of the existing
treatment system and that a process is in place to properly manage and track the pollutants
removed.
8. AnimaI waste shall not be applied within 100 feet of any well with the exception of monitoring
wells. The allowable distance to monitoring wells shall be established on a case-by-case basis by
the Division.
9. Existing swine dry lots may remain in wetlands as long as the wetlands uses are not removed or
degraded as a result of the swine. The swine however may not be confined within 100 feet of an
adjacent surface water or a seasonally-flooded area. The swine also must not cause a loss of more
than '10% of the existing tree canopy. Where trees do not exist, the area must be managed to
include crop rotation.
if. OPERATION AND MAINTENANCE RE UIREMENTS
1. The collection, treatment, and storage facilities, and the land application equipment and fields
shall be properly operated and maintained at all times.
2. A vegetative cover shall be maintained. as specified in the facility's CAWMP on all land
application fields and buffers in accordance with the CAVWMP. No waste shall be applied upon
areas not included in the CAWW or upon areas where the crop is insufficient for nutrient
utilization. However, if the CAWW allows, then waste may be applied up to thirty (30) days
prior to planting or breaking dormancy.
3. Soil pH on all land application fields must be maintained in the optimum range for crop
production.
4. Land application rates shall be in accordance with the CAWW.In no case shall land application
rates exceed the agronomic rate of the nutrient of concern for the receiving crop.
5. In no case shall land application rates result in excessive ponding or any runoff during any given
application event.
6. Animal waste shall not be directly applied onto crops for direct human consumption that do not
undergo further processing(e.g., strawberries, melons, lettuce, cabbage, apples, etc.) at any time
during the growing season, or in the case of fruit bearing trees, following breaking dormancy.
Application of animal wastes shall not occur within thirty(30)days of the harvesting of fiber and
food crops for direct human consumption that undergoes further processing.
7. If manure or sludges are applied on conventionally tilled bare soil,the waste shall be incorporated
into the soil within two (2) days after application on the land, or prior to the next rainfall event,
whichever occurs first. This requirement does not apply to no-till fields, pastures, or fields where
crops are actively growing.
8. No material other than animal wastes of the type generated on this facility shall be disposed of in
the animal waste collection, treatment, storage, or application systems.limited to pesticides,toxic chemicals and petroleum products. This includes but is not
3
March 7,2614

Permit Number AWGI00000
16. The Permittee shall designate a certified animal waste management
certification to be in charge of the animal waste management syst system
The waste management
valid
system shall be operated by the Operator in Charge (OIC) o em.r a person under the emen
supervision.
17. In accordance with 15A NCAC 8F.0203(b)(2),the OIC or a designated back-up OIC of a Type A
Animal Waste Management System shall inspect, or a person under the supervision of an OIC_ or
designated back-up OIC shall inspect,the land application site as often as necessary to insure that
the animal waste is land applied in'accordance with the CAWMP- In no case shall the time
between inspections be more than 120 minutes during the application of waste. A record of each
inspection shall be recorded on forms supplied by, or approved by,the an
Division d shall include
include but not be limited to visual observation of applicatio
the date, time, sprayfield number and name of the operator for each inspection. Inspection shall
n equipment, spray fields,subsurface
drain outlets,ditches,and drainage ways for any discharge of waste.
The Permittee may assert as an affirmative defense in any enforcement action alleging
noncompliance with the requirements imposed in this condition that such noncompliance was due
to circumstances beyond the Permittee's control. A notation shall be made on the form indicating
the inspection affected by such circumstance and an explanation setting forth the circumstances
claimed to have been beyond the Permittee's control shall be submitted with the form.
18. The Director may require any permittee to install and operate flow meters with flow totalizers
based on the facility's violations and/or incomplete or incorrect record keeping events.
19. No waste shall be applied in wind conditions that might reasonably be expected to cause the mist
to reach surface waters or wetlands or cross property lines or field boundaries.
20. The Permittee shall maintain buffer strips or other equivalent practices as specified in the
facility's CAWMP near feedlots,manure storage areas and land application areas.
21. Waste shall not be applied on land that is flooded, saturated with water,frozen or snow covered at
the time of land application-
22• Land application of waste is prohibited during precipitation events. The Permittee shall consider
pending weather conditions in making the decision to land apply waste and shall document the
weather conditions at the time of land application on forms supplied by or approved by the
Division.
Land application of waste shall cease within four(4) hours of the time that the National Weather
Service issues a Hurricane Warning, Tropical Storm Warning,or a Flood Watch associated with a
tropical system including a hurricane, tropical storm, or tropical depression for the county in
which the permitted facility is Iocated. Watches and warnings are posted on the National
Weather Service's website located at:w�vw,weather.�gov. More detailed website information can
be found on Page 2 of the Certificate of Coverage. Watch and warning information can also be
obtained by calling the local National Weather Service Office that serves the respective county,
which can be found on Page 2 of the Certificate of Coverage.
The Director may require any permittee to install, operate and maintain devices on all irrigation
pumps/equipment designed to automatically stop irrigation activities during precipitation. This
decision will be based on the facility's compliance history for irrigation events.
23. Land application activities shall cease on any application site that exceeds a Mehlich 3 SoiI Test
Index for Copper of greater than 3,000 (108 pounds per acre) or Zinc of greater than 3,000 (213
pounds per acre).
5 March 7,2014

Permit Number AWG100000
In addition to the facility's existing lagoon waste-Ievel gauges, automated lagoon/storage
pond waste-level monitors and recorders (monitored and recorded at least hourly) must be
installed on all treatment and storage structures covered by.,a COC issued under.this
General Permit to measure and record freeboard.
maintained and calibrated in a manner consistent with
s manufacturnt er's opst eration andmaintenance recommendations. This automated equipment must be in place no later than
ninety(90)days following notification from the Director. The Director may determine that
installation of automated waste level monitors is not required if the Permitteeimin can
demonstrate that preventative measures were taken to avoid the violations and that the
violations resulted from conditions beyond the Perinittee's control.
If an automated level monitor(s)becomes inoperable,the Permittee shall:
i. report the problem by telephone to the appropriate Division Regional Office as soon
as possible, but in no case more than 24 hours following first knowledge of the
problem;and,
ii. make any needed repairs to the equipment as quickly as possible, and take and record
daily waste levels at the same time every day until such time as the automated
equipment is placed back into operation.
C. The Director may require new or modified waste-level gauges at any facility if it is
determined that the existing gauges are not adequate to accurately indicate actual lagoon
levels, or the various lagoon levels required to be maintained by this General Permit or the
facility's CAMP.
3• Monitoring and Recording Precipitation Events
a. Precipitation events at facilities issued a COC to operate under this General Perml
monitored and recorded as follows: it shal be
A rain gauge must be installed at a site that is representative of the weather conditions at
the farm's land application site(s) to measure all precipitation events. The precipitation
type and amount must be recorded daily for all precipitation events and maintained on site
for review by the Department of Environment and Natural Resources
records do not need to be maintained for those days without precipitation(eveenn�ment).Daily
b. The Director may require that an automated rain gauge and recorder must be installed o
site to measure and record all precipitation events. This equipment must be properly
maintained and calibrated in a manner consistent with manufacturer's operation and
maintenance recommendations. This automated equipment must be in place no later than
ninety(90)days following receipt of notice from the Director.
If an automated rain gauge(s)becomes inoperable,the Permittee shall:
i. report the problem by telephone to the appropriate Division Regional Office as soon
as possible, but in no case more than twenty four (24) hours following first
knowledge of the problem;and,
ii. make any needed repairs to the equipment as quickly as possible, and take and record
all rainfall events until such time as the automated equipment is placed back into
operation.
7
March 7,2014

Permit Number A WGI00000
Fecal coliform bacteria Five-day biochemical oxygen demand.(BODS)
Total suspended solids Total phosphorous
Ammonia nitrogen(NH3 N) TotaI Kjeldahl nitrogen(TIC
Nitrate nitrogen(NO3-N)
Monitoring results must be submitted to the Division within thirty (30) days of the
discharge event.
10. In accordance with 15A NCAC 02T .0108(c), the Division may require any monitoring and
reporting(including but not limited to groundwater, surface water or wetland,waste, sludge, soil,
lagoon/storage pond levels and plant tissue)necessary to determine the source st
and effect of animal waste upon the surface waters r q ty, quality,
including its scope, frequency, duration and any sampling, testing, and reporting syst wetlands. Such ems, shall
meet all applicable Division requirements.
11. A copy of this General Permit, the facility's COC, certification forms, lessee and landowner
agreements, the CAWMP and copies of all records required by this General Permit and the
facility's CAWMP shall be maintained by the Permittee in chronological and legible form for
three (3) years. Records include but are not limited to: soil and waste analyses, rain gauge
readings, freeboard levels, irrigation and land application event(s) past inspection reports and
operational reviews, animal stocking records, records of additio,additional nutrient sources applied
(including but not limited to sludges, unused feedstuff leachate, milk waste, septage and
commercial fertilizer), cropping information,waste application equipment testing and calibration,
and records of removal of solids to off-site location(s). These records shall be maintained on
forms provided or approved by the Division and shall be readily available at the facility(stored at
places such as the farm residence, office, outbuildings, etc.) where an imal waste in
activities are being conducted.
12. Within fifteen (15) working days of receiving the request from the Division, the Permittee shall
provide to the Division one (1) copy of all requested information and reports related to the
operation of the animal waste management system. Once received by the Division, all such
information and reports become public information, unless they constitute confidential
information under G.S. § 132-1.2, and shall be made available to the public by the Division as
specified in Chapter 132 of the General Statutes.
13. Regional Notification:
The Permittee shall report by telephone to the appropriate Division Regional Office as soon as
possible, but in no case more than twenty-four (24) hours following first knowledge of the
occurrence of any of the following events:
a. Failure of any component.of the animal waste management system resulting in a discharge
to ditches,surface waters,or wetlands.
b. Any failure of the waste treatment and disposal system that renders the facility incapable of
adequately receiving,treating,or storing the waste and/or sludge.
C. A spill or discharge from a vehicle transporting waste or sludge to the land application field
ace waters, or wetlands or an event that poses a
which results in a discharge to ditches, surf
serious threat to surface waters,wetlands, or human health and safety.
d. Any deterioration or leak in a lagoon/storage pond that poses an immediate threat to the
environment or human safety or health.
9 March 7, 20I4

Permit Number AWG100000
16. In the event of a discharge of 15,000 gallons or more of animal waste to surface waters or
wetlands, a public notice is required in addition to the press release described in Condition III 15.
The public notice must be placed in a newspaper having general circulation in the county in
which the discharge occurred and the county immediately downstream within ten(10)days of the
discharge. The notice shall be captioned "NOTICE OF DISCHARGE OF ANIMAL WA ".
The minimum content of the notice is the name of the facility,location of the discharge,estimated STE
volume of waste entering state waters, time and date discharge occurred, duration of the
discharge, identification water body that was discharged into including creek and river basin if
applicable, actions taken to prevent further discharge, and a facility contact person and phone
number. The owner or operator shall file a copy of the notice and proof of publication with the
Department within thirty (30) days after the notice is published. Publication of a notice of
discharge under this Condition is in addition to the requirement to issue a press release under
Condition M.15.
17. If a discharge of 1,000,000 gallons or more of animal waste reaches surface waters or wetlands,
the appropriate Division Regional Office must be contacted to determine in what additional
counties, if any, a public notice must be published. A copy of all public notices and proof of
publication must be sent to the Division within thirty(30)days after the notice is published.
18. All facilities, which-are issued a COC to operate under this General Permit, shall conduct a
survey of the sludge accumulation in all lagoons every year. The survey report should be written
on forms provided or approved by the Division and shall include a sketch showing the depth of
sludge in the various locations within each lagoon. This survey frequency may be reduced if it
can be demonstrated to the satisfaction of the Division that the rate of sludge accumulation does
not warrant an annual survey.
If the sludge accumulation is such that the structure does not satisfy the criteria set by NRCS NC
Conservation Practice Standard No. 359, a sludge removal or management plan must be
submitted to the appropriate Division Regional Office within ninety (90) days of the
determination. The plan shall describe removal and waste utilization procedures to be used.
Compliance regarding sludge Ievels must be achieved within two(2)years of the determination.
IV. INSPECTIONS A.ND ENTRY
1. The Permittee shall allow any authorized representative of the Department,upon the presentation
of credentials and other documents as may be required by law and in accordance with reasonable
and appropriate biosecurity measures,to:
a. Enter the Permittee's premises where a regulated facility or activity is located or conducted,
or where records must be kept under the conditions of this General Permit;
b. Have access to and copy, at reasonable times, any records that must be kept under the
conditions of this General Permit;
C. Inspect, at reasonable times any facilities, equipment (including monitoring and control
equipment), practices, or operations regulated or required under this General Permit; and,
d. Sample or monitor, at reasonable times, for the purpose of assuring permit compliance, any
substances or parameters at any location.
I I March 7,2014

Permit Number AWG100000
7. A COC to operate under this General Permit is not transferable. In the event there is a desire for
the facility to change ownership, or there is a name change of the Permittee, a Notification of
Change of Ownership form must be submitted to the Division, including documentati on e
fir om th
parties involved and other supporting materials as may be appropriate. This request shall
submitted within sixty (60) days of change of ownership. The request will be considered on its
merits and may or may not be approved.
8. A COC to operate under this General Permit is effective only with respect to the nature and
volume of wastes described in the application and other supporting data. The Permittee shall
notify the Division immediately of any applicable information not provided in the permit
application.
.Any proposed modification to an animal waste management system including the installation of
lagoon covers shall require approval from the Division prior to construction.
9. If the Permittee wishes to continue an activity regulated by this General Permit a$er the
expiration date of this General Permit, the Permittee must apply for and obtain a new COC.
Renewal applications must be filed at least 180 calendar days prior to the expiration of the
General Permit.
10. The issuance of a COC to operate under this General Permit does not prohibit the Division from
reopening and modifying the General Permit or COC,revoking and reissuing the General Permit
or COC,or terminating the General Permit or COC as allowed by the appropriate laws,rules, and
regulations.
11. The Director may require any person, otherwise eligible for coverage under this General Permit,
to apply for an individual permit by notifying that person that an application is required.
12. The Groundwater Compliance Boundary is established by 15A NCAC 2L .0102 and 15A NCAC
2T .0103. An exceedance of Groundwater Quality Standards at or beyond the Compliance
Boundary is subject to the requirements of 15A NCAC 2L and the Division in addition to the
penalty provisions applicable under the North Carolina General Statutes.
13. 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.
VI. PENALTIES
1. Failure to abide by the conditions and limitations contained in this General Permit; the facility's
COC; the facility's CAWMP; and/or applicable state law; may subject the Permittee to an
enforcement action by the Division including but not limited to the modification of the animal
waste management system,civil penalties,criminal penalties and injunctive relief.
2. The Permittee must comply with all conditions of this General Permit. Any permit
noncompliance constitutes a violation of state law and is grounds for enforcement action; for
permit coverage termination, revocation and reissuance, or modification; or denial of a permit
coverage renewal application.
3. It shall not be a defense for a Permittee in an enforcement action to claim that it would have been
necessary to halt or reduce the permitted activity in order to maintain compliance with the
conditions of this General Permit.
13 March 7,2014

Permit Number AWG100000
Land application means the application of wastewater and/or waste solids onto or incorporation into the
soil.
Major changes to the CAWMP means changes in the number of animals, type of operation (feeder to
finish to wean to feeder), retrofit of a lagoon, installation of a new irrigation system, and similar type
changes. Recertification is only required for major changes to the CAWMP. Major changes to a facility
must first be approved by the Division.The new CAWMP and the certification shall be submitted with a
request that the COC be amended to reflect the changes. The facility may not make the changes until a
new or amended COC has been issued.
Revision to the CAWMP means a change to an entire CAWMP to meet current applicable standards. A
CAWMP must be revised if the operation cannot utilize all N nitrogen generated by the animal production
in accordance with the existing CAWMP, except for amendment criteria as previously de the specific conditions noted in the CAWMP
fined. For an existing CAWW, a change in crops and/or cropping
Pattern that utilizes more than 25�o of the N generated by the operation is considered a plan revision.Any
change to an existing CAWMP,whether an amendment or revision,must be signed and dated by both the
producer and a technical specialist for the new CAWMP to be valid.A revision of the CAWMP does not
require recertification.
State Waters means all surface waters,wetlands,groundwaters and waters of the United States located in
the State.
Surface Waters means any stream,river, brook, swamp, lake, sound, tidal estuary,
waterway, or other surface body or surface accumulation of water,'whether public or private,or natural or
artificial, that is contained in, flows through, or borders upon any portion of the State of North Carolina,
including any portion of the Atlantic Ocean over which the State has jurisdiction as well as any additional
Waters of the United States which are located in the State.
Waste means manure, animal waste, process wastewater and/or sludge generated at an animal feeding
operation.
Wetlands means areas that are inundated or saturated by an accumulation of surface or groundwater at a
frequency and duration sufficient to support, and under normal circumstances do support a prevalence of
vegetation typically adapted for life in saturated soil conditions,as defined in 15A NCAC 2B .0202.
This General Permit issued the 7th day of March,2014.
NORTH CAROLINA ENVIRONMENTAL MANAGEMENT COMMISSION
Thomas A.Reeder — — -- _ Director
North Carolina Divi.ion of Water Resources
By Authority of the`F nvironmental Management Commission
Permit Number AWG100000
15 March 7, 2014

J.
,5
Operator:Winfred Maready County: Duplin Date;
04/22/94
Distance to nearest residence (other than owner) : 1600.0 feet
I. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs.
0 sows (farrow to feeder) x 522 lbs. _ 0 lbs
2880 head (finishing only) x 135 lbs. _ 0 lbs
0 sows (farrow to wean) x 433 lbs. 388800 lbs
0 head (wean to feeder) x 30 lbs. 0 lbs
Describe other = 0 lbs
0
Total Average Live Weight = 388800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 388800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
Inside top width (feet)___ _____ 300.0
)
Top of dike elevation (feet)------------------ 250. 0
50. 0
Bottom of lagoon elevation (feet) ---------
Freeboard (feet)_____________________________ 38.0
Side slopes (inside lagoon)------------------ 1. 0
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 3.0 294.0 248. 0
11.0
AREA OF TOP
LENGTH * WIDTH =
294.0 248. 0 72912 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
228.0 182.0 41496 (AREA, OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
261.0 215. 0 224460 (AREA OF MIDSECTION * 4)
CU. FT. = 72AREA. 0
TOP + (4*AREA, MIDSECTION) + AREA BOTTOM] * DEPTH/6
224460. 0 41496. 0 1.8

b
Total Designed Volume Available = 621258 CU. F7

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
300.0 254.0 76200.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 76200. 0 square feet
Design temporary storage period to be
180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
1.37
Volume = 388800 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 710208 gals. or 94947.6 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 = 2592.0 gallons/day * 180 days storage/7.48 gallons
Volume = 62374.3 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.5 inches

Volume = 7.5 in * DA
/ 12 inches per foot
Volume = 47625.0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 0.0 inches / 12 inches per foot * DA
Volume = 0.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 94948 cubic feet
5B- 62374 cubic feet
5C. 47625 cubic feet
5D. 0 cubic feet
TOTAL 204947 cubic feet
v. SUMMARY
Temporary storage period --- =_> 180 days
Rainfall in excess of evaporation===~=_-«>
25 year - 24 hour rainfall =_ 7.5 inches
Freeboard > 0.0 inches
Side slopes , - _ �> 1.0 feet
Inside top length 3.0 : 1
Inside top width — �> 300.0 feet
Top of dike elevation > 254.0 feet
Bottom of lagoon elevation-- � �> 50.0 feet
Total required Volume- > 38.0 feet
Actual design Volume �� 593747 cu. ft.
Seasonal high watertable elevation S� f
44.0 feet> 621258 e ft.
Stop pumping elev. et
Must be > or = to the SHWT�elev,—�> 44.5 feet
44.0 feet
Must be > or = to min. req. treatment el.=>
Required minimum treatment volume= = ===== == 44-0 feet
Volume at stop pumping elevation > 388800 cu. ft.
===----_--> 324987 cu. ft.

Start pumping elev.=
Must be at bottom of freeboard~&`25 48. 0 feet
Actual volume less 25 1Yr. rainfall
Volume start Yr.- 24 hr• Yr.
621258 cu. ft.
Re Pumping elevation- == ----> 549960 cu. ft.
quired volume to be pumped--- -.;> 204947 cu. ft.
Actual volume planned to be pumped- z->
Min. thickness of soil 1 J gaited-=> 1.8 fe er when re 224973 fe ft.
et
7. DESIGNED BY: 1`{��s�iLc '.���� �
/t APPROVED BY:
DATE: y—� — S/'
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

OPERATION AND MAINTENANCE PLAN SHEET I OF 2
------------------------------
This lagoon is designed for waste treatment 180 days of temporary Storage. (Permanent storage) and
fluid level (permanent and temporary storage) to be reached ired for hmay ly vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of
180 storage for:
(1) waste from animals and (2) excess rainfall afteryevaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste
fairly constant throughout
tthe fyearaand vfrom year to en number of aearalb will be
rainfall will vary from year to year. Year, but excess
be a factor to consider in r annual The 25 Year rainfall will not
volume must always be available.
Pumping cycle, but this storage
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
begin pumping, a permanent marker must bee is not sinstalled attalled at ethisv elevation to
to indicate when pumping should begin. ablsh
to stop pumping to maintain lagoon treatmentedepthn must be established
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions
weatheror,
and equipment in order to apply wastewithoutsuch as
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
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When flush buildings with recycled lagoon li Precharging is complete,
be used for flushing after initial fillinga Fresh water should not
2. The attached waste utilization plan shall be followed. This
Plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 48. 0 as marked b out when the fluid level reaches elevationPe�44.5nt marker. Stop pump-
storage, less 25 yr- 24 hr storm, contains 204947 cubic1 feet morrary
1533003 gallons.

4. The recommended maximum amount to a 1 SHEET 2 OF 2 "
one (1) inch and the recommended maximumpapplicationg rate niss0.3
inch per hour. Refer to the waste utilization plan for further details.
5• Keep vegetation on the
lagoon mowed vegetation
annually. embankment and areas adjacent to the
to maintain a vigoros standtation should be fertilized as needed
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.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches.
within 200 feet of a
residence or within I00 feet of aDump well.notpWaste 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.

Q�
SHEET 1 OF 2
SPECIFICATIONS- -----FOR CONSTRUCTION OF WASTE TREATM LAGOONS
ENT
------------------
FOUNDATION PREPARATION_ -----------
The foundation area of the lagoon embankment
cleared of trees,
Satisfactory dispo logs, stem roots
and building pad shall be
sition will be made, brush,
ers,sod and rubbish.
of debris
the lagoon and pad area should be stri The topsoil from
the dike and pad areas. After stri Aped and stockpiled for use on
lagoon embankment and buildin pping� the foundation area of the
to placing the first lift of fill materialshall betoho getuah o loosened prior
EXCAVATION good bond.
-----------AND-EARTHFILL-pLACEMENT-
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the Plans. es,
be free of material such as sod p Earthfill material shall
6 inches in diameter, and other objectionable materialots, frozen soil,
theyover
they are suitable, excavated materials can be used as fill. the extent
shall be brought up in approximately horizontal layers not to The
fill
inches in thickness when loose and Will be compacted by complete coverage with the haulm and s exceed 9
prior to compaction. Each layer
equipment or standard tamping roller or other equivalent
spreading
Compaction will be considered adequatequivalent method.
to consolidate to the when fill material is observed
NOTE THE SPECIAL REQUIREMENTS
that settlement is not readily detectible.
Q ICATIOS FOR PLACEMENT OF LINERS IN THE LINER
The eSECTION OF THIS SPECIFICATION.
installed using the more impervious materialstfrom of tihelre uirsd be excavations. Construction of fill heights shall include percent f
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the or
Dam Safety Law. The height is defined as the differencetinnelof theev elevation
nNC
from the constructed height to the downstream' toe of the dike. atio
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE-MINIMUM REQUIRED THICKNESS
---------------- SHALL BE 1.8 ft.
NOTE: LINERS (PARTIAL OR FULL ------------
ARE QUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES
ENCOUNTERED DURING CONSTRUCTION. A R WH-E IUNSUI ABLE AT RI L LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, the will POR
excavated below finish grade to the specified depth as measured over
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE(PLANSCFORCSPECI
CONSIDERATIONS. AL

Soil liner material shall come from an a SHEET 2 OF 2
minimum water content of the liner material shall be optimum
content which relates. to approved borrow area. The
in the hand it will form a ball which edoestnot readiae soil moisture
shall be added to borrow as necess kneaded
Burin ary to insure p Y separate. Water
g placement of the liner. proper moisture content
material shall not be less than ptimumswaterre ccontentodurin
The maximum water content relates to the soil material the liner
for efficient use of haulinga al being Placement.
compaction of the liner includes equipment
Placement in 9 inch lifts
and proper compaction. Proper
compacted to at least 90 percent of the maximum ASTM D698 Dry Uni ft
Weight befs he liner
in randterial. When smooth or hard, the rev'
Y t
lift. moistened as needed before placement Ofu the lnext
The single most important factor affecting
Perme-
ability of a clay liner, other than the type the overall compacted liner, is the efficient constructionype of clay used for �eperme
The sequence of a eandh processing of the compacted liner.
estab-
lished pattern helpspassitirssuniformityrintthe of equipment a Placement
in an process. For most clay soils, a tamping orash epsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste
orpusingThis can be done by using some t outlet
n waste Ype of energy dissipator(rocks)
pipes.
Alternatives to soil liners are s When these are specified, additio
etic liners and
yn
aaconstruction specifications are
te sealant.
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment are
shown on a typical cross section in the Plans. a when
cutoff trench shall be determined by observation meal depth of the
materials. foundation
VEGETATION:
All exposed embankment and other bare constructed areas shall
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications, be seeded
on areas of Topsoil should be placed
shall as used a dike and pad
to be seeded.
Temporary seeding or mulch
dates for seeding. Permanent vegetationyshouldtbelestablishedon is Out season
as possible during the next period of approved seeding dates_ as soon
REMOVAL OF EXISTING TILE DRAINS

1Qa
When the
drains are encountered, the tile will be removed to a mi '
Of 10 feet beyond the outside toe of slope.of the dike.
trench shall be back-filled and compacted with The tile nimum
SC, CL, or Cu, good material such as

U/P-
WE-4FRED MAREADY
Lagoon#1
No. of Shots (Elev.)
Sum of Shots (Elev.) 11.00
Average Ground Elev 476.05
Top of Dike 43.30 ft_
Bottom of Lagoon 50.00
SHWT 38.00
Length of Top 44.00 ft.
Width of Top 300.00ft.
Area of Top at Elev. 50.0 254.00 ft.
Area at Average Ground Elev. 43.3 76,200.00 sq. ft.
Area of Mid-section at Elev. 40.65 (Center of Cut) 56,800.00 sq. ft.
Area of Bottom at EIev. 3 8.0 49,148.00 sq. ft.
Depth of Cut 41,496.00 sq. ft.
Dirt Removed (Cubic Feet) 5.30 ft.
Total Excavation (Cubic Yards) 260,484.40 cu. ft.
9,648.00 cu. yds.
Under-cut 2'-0" Thick on Bottom& Slopes
Bottom of Lagoon (232'x186')x 2'
Side Slopes -East& West (36' x 186')x 2' x 2 Slopes 86,784.00 cu. ft.
Side Slopes-North& South (36' x 304') x 2' x 2 Slopes 46, 76.00 cu. ft.
p Excavation (Cubic Feet) 3,7 .00 cu. $.
Total (Cubic Yards) 156,864.00 cu. ft.
5.810.00 cu. yds.
Total Excavation (Lagoon & Under-cut)
I5,458.00 cu. yds.
NOTE: Clay Liner will be figured extra: Total Clay 5,810.00 cu. yds.

WNP d&DiM�R#ADY
DIKE
Dike Elev.
Area of Dike- W-S-578, x 24' +N 302' x 15'
Number of Elev. 50.00 f}.
Sum Of Elev. Shots 18,402.pp sq ft
Shots 9
Average Ground Elev.
Depth of Fill 394.05
Cubic Feet ofFill 43.78 ft.
Cubic Yards of Fill 6.22 ft.
1.4 to I Ratio 114,460.40 cu. ft.
added 4,239.20 cu.
yds.
5,934.80 cu. yds.
PAD
Area of Pad 270, x 335'
Pad Elev.
Average Ground Elev. 90,450.00 sq. �}
Depth ofFill 47.00
Sum Of Elev. Shots 44.97 ft.
Number of Elev. Shots 2.03
Cubic Feet ofFill 629.70
Cubic Yards ofFill 14
1.4 to I Ratio 183,613.50 cu. $
6,800.50 cu. yds.
9,520.70 cu. yds.
Total Fill (excluding Clay Liner)
NOTE: Due to difference inl elevation 15,455.50 cu. yds,
Pump be used for Pit Drains, n in Lagoon Dike and pad, we recommend a Lift

` ( �/
Operato :L D Maready County:y• Duplin Date:
Distance to nearest residence (other than owner) ; 04/22/94
1• AVERAGE LIVE WEIGHT (ALW) 1600. 0 feet
0 sows (farrow to finish)0 sows (farrow to feeder) xx 1417 lbs.
2880 head (finishing only) 522 lbs. 0 lbs
0 sows (farrow to wean) x 135 lbs. 0 lbs
0 head (wean to feeder) X 433 lbs. 388800 lbs
Describe other : x 30 lbs. _ 0 lbs
0 lbs
0
Total 2• Average Live Weight = 388800 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs.
Treatment Volume(CF) /1bAALW Treatment Volume(CF) /lb, ALW
Volume = 388800 cubic feet 1 CF/lb• ALW
• STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
q • TOTAL DESIGNED VOLUME
Inside top length (feet) ---- ------------------
Inside
top width (feet) -----_____ _ __ 300. 0
Top of Bottom dike elevation (feet) _________________ 254. 0
of lagoon elevation (feet) -- - 50.5
Freeboard (feet) ----------------------------- 38.5
Side slopes (inside lagoon) _________________ 1. 0
Total design volume using3. 0
1
prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH
3.0 3. 0 3.0 DEPTH
3.0 294. 0 248.0 11. 0
AREA OF TOP
LENGTH * WIDTH =
294.0 248. 0
72912 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
228.0 182. 0
41496 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
261.0 215. 0
224460 (AREA OF MIDSECTION * 4
)

r
09)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) +
72912.0 224460.0 41 BOTTOM] * DEPTH/
41496. 0 1
Total Designed Volume Available = 621258 CU. FT

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA;
Lagoon (top of dike)
Length * Width =
300.0 254.0 76200. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this akaa.
TOTAL DA 76200.0 square feet
Design temporary storage period to be
180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW
1.37
Volume = 388800 lbs. ALW/135 lbs. ALW
1.37
Volume = 710208 gals. or 94947. 6 cubic feet gal/day 180 days
"'B. 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 = 2592.0 gallons/day *
180 days storage/7.48 gallons
Volume = 62374.3 cubic feet per CF
t�• Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall -
- 7.5 inches
Volume = 7.5 in * DA / 12 inches per foot
Volume = 47625.0 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 0.0 inches / 12 inches per foot * DA
Volume = 0.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 94948 cubic feet
5B. 62374 cubic feet
5C. 47625 cubic feet
5D. 0 cubic feet
TOTAL 204947 cubic feet
6. SUMMARY
Temporary storage period= ==--- _ _
Rainfall in excess of evaporation---======—> .-5 days
25 year - 24 hour rainfall====�==_ = 7.5 inches
Freeboard---_�__ _ _____ __ __ _-> 0. 0 inches.
Side slopes-==- =�=N __ __ - --'> 1. 0 feet
Inside top length=- -- �____��'-> 3.0 : 1
Inside top width=--==__ ---_ _ -> 300.0 feet
Top of dike elevatM - ____ _ _____ 254.0 feet
Bottom of lagoon elevation— _ ==== '> 50.5 feet
Total required volume=----- __'___'-> 38.5 feet
Actual design volume==-- N �> 593747 cu. ft.
Seasonal high watertable elevation ~SHWT --> 621258 cu. ft.
�_ �
Stop pumping elev.====_ _ __�� 44.5 feet
Must be > or = to the SHWT me elev _�__ -> 44.5 feet �
.=-
___Must be > or = to min. req. treatment e1=> 44.5 feet
Required minimum treatment volume==—-- 44.5 feet
Volume at stop pumping elevation-------- _> 388800 cu. ft.
Start pumping elev.=--___—_ � ____> 2948 fe8.5 fe ft.
Must be at bottom of freeboard & 25 yr. rainfallet
Actual volume less 25 yr.- 24 hr. rainfall=> 621258 cu. ft.
Volume at start pumping elevation=--======> 549960 cu. ft.
Acquired volume to be pumped============= ft olume planned to be pumped=====__—� 254112 cu. .
Min. thickness of soil liner when re uired=> 2541.8 a ft.
q 1.8 feet
• DESIGNED BY. ¢ 1
j/� APPROVED BY
DATE: ��%- _-26 _ DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

COMMENTS:

OPERATION AND-MAINTENANCE-PLAN SHEET 1 OF 2
------------- ---------- ---- 0
This lagoon is designed for waste treatment
(permanent
180 days of temporary storage. The timeredstorage) and
for the
fluid level (permanent and temporary storage) to be reachedmaylvaryd
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 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 stop pumping 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
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after in filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 48.5 as marked by permanent marker. sto
out when the fluid level reaches elevation 44.5 P PAP
storage, less 25 yr- 24 hr storm, contains 204947 cubic This
1533003 gallons. tr

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.
S. 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. Waste 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.

SHEET 1 OF 2
SPECIFICATIONS-FOR-CONSTRUCTION-OF-WASTE-TREATMENT-LAGOONS
FOUNDATION PREPARATION:
-----------------------
-�
The foundation area of the lagoon embankment and buildin
hall be
cleared of trees, logs, stumps, roots, brush, boulders,so p dandad srubbi h.
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 PLACEMENT 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 MINIMUMREQUIREDTHICKNESSSHALLBE1.8 ft.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES ENCOUNTERED DURING CONSTRUCTION OR WHEN UNSUITABLE MATERIAL IS
. 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
(
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS CFOR CSPECIAL
CONSIDERATIONS.

APR 012019
�ARraAArve�,nF�'MI! 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 moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and
proper
compaction of the liner includes placement in9inchmliftsoand Proper
compacted to at least 90 percent of the maximum ASTM D698 Dry -Unit
Weight of the liner material. When smooth or hard, the
shall be scarified and moistened as needed before placement vofuthelft 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 eu
iment in an
lished pattern helps assure uniformity in the whole placement andestab-
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
Pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS

-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

I 1
L. D. MAREADY
Lagoon#2
No. of Shots (Elev.) 11.00
Sum of Shots (Elev.) 490.95
Average Elev. 44.63 ft.
Top of Dike(300.0 x 254.0 @ Elev. 50.5) 50.50 ft.
Bottom of Lagoon (228.0 x 182.0 @ Elev. 38.5) 38.50 ft.
SHWT 44.50 ft.
Length of Top 300.00 ft.
Width of Top 254.00 ft.
Midsection of Lagoon(264.0 x 218.0 @ Elev. 44.5) 44.50 ft.
Area of Top at Elev. 50.5' 76,200.00 sq. ft.
Area of Mid-section at Elev. 44.5' 57,552.00 sq. ft.
Area of Bottom at Elev. 38.5 41,496.00-sq:ft.
Dirt Removed from Lagoon (@ 6' of Cut) 297,144.00 cu. ft.
Total Yards Removed_ 11,005.00 cu. yds.
Under-cut 2'-0" Thick on Bottom& Side Slopes
Bottom of Lagoon (232'x186') 86,304.00 cu. ft.
Side Slopes (2 @ 36' x 304' +2 @ 36' x 186') 70,560.00.cu. ft.
Total Cubic Feet 156,864.00 cu. ft.
Total Cubic Yards 5.810.00 cu. yds.
Total Excavation (Lagoon& Under-cut) 16,815.00 cu. yds.
NOTE: Clay Liner will be figured extra: Total Clay 5,810.00 cu. yds.

L. D. MAREADY
Pad&Dike#2
DIKE
Dike Elev.
Area of Dike-E-W-578' x 24' +302' x 15' N-S 50.50 ft.
Number of Shots 18,402.00 sq. ft.
Sum of Shots I I
Average Ground Elev. 444.60
Depth of Fill 44.46 ft.
Cubic Feet of Fill 6.04 ft.
Cubic Yards of Fill (Figured 1.4 to 1 Ratio) 111,148.00 cu. ft.
5,763.10 cu. yds.
PAD #2
Area of Pad 270' x 335'
Pad Elev. 90,450.00 sq. ft.
Average Ground Elev. 47.50
Depth of Fill 45.15 ft.
Sum of Elev. Shots 2.35
Number of Elev. Shots 587
Cubic Feet of Fill 13
Cubic Yards of Fill 212,557.50 cu. ft.
1.4 to 1 Ratio 7,872.50 cu. yds.
11,021.50 cu. yds.
Total Fill (excluding Clay Liner)
16,784.60 cu. yds.
NOTE: Due to.difference in elevation in Lagoon Dike and Pad, we recommend a Lift
Pump be used for Pit Drains.

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Mortality Management Methods
(check which method(s) are being implemented)
C1 Burial three feet beneath the surface of the around within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
!D Renderine at a rendering plant licensed under G.S. 106-168.7
U Complete incineration
I In the case of dead poultry only; placing in a disposal pit of a size and design
approved by the Department of Agriculture
u Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
December 13. 1996

4 Swine Farm Waste Management Odor Control Checklist
Source Cause
0'* _
I armstead • Swine production BMPa to Mininnize Odor
V,egetative or wooded buffers Site SpeciCc 1'rs�cliccs
0' ecommended best aanagement practices
Animal body ;-� — Good judgment and common sense
Dirty manure-covered
surfaces ry floors
animals
f loor surfaces • Wet manure-covered floors
0' Slotted floors
0�Waterers located over slotted floors
ff�reeders at high end of solid floors
;_'Urnderfloor
rape manure buildup fromfloors
Manure collectio -- ventilation for n • Urine drying
pits Frequent manure removal b flush ~--�
• Partial microbial or crape y , Pit recharge,
decomposition
Ventilation exhaust Underfloor ventilation
fans Volatile gases F maintenance
Dust -------�
Indoor surfaces �,- Cfficient air movement
Dust
1shdown between groups of animals ----
p� �- --Feed additives
,� �� Qer covers
_ teed delivery downspout
l lush ranks covers
P extenders to feeder
• Agitation of C7 [lagoon recycled la :
y g lush tank covers liquid while tanks are filling Cy ;Extend fill lines to near bottom of tanks ~
anti-siphon vents with
i
f �

Swine Farm Waste Management Odor Control Checklist
Source Cause I3MI s to Minimize or , , , .
Flush alleys • Agitation during wastewater —_ Site Specific 1 r.ui�ces
Underfloor flush with underfloor ventilation
_ conveyance
I,il recharge points • Agitation of recycled lagoon Extend recharge lines to near botton► of pits with
liquid while pits are filling anti-siphon vents
I.i[l stations • Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain . Agitation during wastewater O IIox covers
collection or conveyance
.junction boxes
I nd of drainpipes • Agitation during wastewater CI Extend discharge point of pipes underneath
at lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas.emissions I' —--
roper lagoon liquid capacity
• Biological mixing l3" Co sect lagoon startup p procedures
• Agitation � /Minimum surface area-to-volume ratio
13'Minimum agitation when pumping
chanical aeration
Proven biological additives
Irrigation sprinkler • I ligh pressure agitation
nozzles ,sir-rigate on dry days with little or no wind — — -- -- —
• Wind dull C�-f' M�ininwm recommended operating pressure
;0/1' mp intake near lagoon liquid surface
D Pump from second-stage lagoon

Insect Control Checklist for Animal Operations
Source
feed storage • Cause
Accumulations of feed �-�— 13MPs to Control insects
residues Reduce moisture accumulation within and around Site Specific Practices
immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or
Providing adequate containment (e.g., covered bin
for brewer's grain and similar high moisture grain
oducts)
Inspect for and remove or break up accumulated
Animal holding . ccum -- solids in filter strips around feed storage as needed
areas
Accumulations of animal CI Eliminate low areas that trap
wastes and feed wastage and other locations where waste accum late ~~—
fences
disturbance by animals is minimal sand
Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
Dry manure emulated solids as needed)
handling • Accumulations of animal -- _
b systems wastes Remove spillage on a routine basis(e.g., ----
7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
��application or disposal
�7 Provide for adequate
q e drainage around manure
stockpiles
C1,Inspect lbr, and remove or break up accumulated
_ - — -� -- 4-- wastes in filter strips around stockpiles and manure
_�— handling areas as needed
For more information contact:
�ooperalive Extension Service, Department of Entomology, I3ox 7613, North Carolina State University, Raleigh,NC 27695-7613.
f

EMERGENCY ACTIOhl PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1 . Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are:
a. Add soil zo berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
C. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
Ji b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

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 sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath 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 Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name: S
b. Contractors Address: Gam
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: �, S
b. Phone: 1710
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

�J SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 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 stop pumping 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:
I. 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
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 . Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 43.3 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 41.0 . This temporary
storage, less 25 yr- 24 hr storm, contains-136948 cubic feet or
1024368 gallons.

SHEET 2 OF
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.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste 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.

ANC`-AL WASTR 1j;LN;LC;Z -TT PLAN CS f R. FICATION FOR HM4 O; PANDED FEEDLOTS
Please return the ccmpleted for= to the Division of Enviroaae.utal Management at
the addraaa on the reverae aide of thin for=.
Addrdof farm (Please p1 nt) :
r ess: OZ
Phone No. :
Farm location: Latitude and :Lon etude County:
please attach a co g (required) . Also,
Type of operat
P a county road map with Loca ion ider}tidied.ion swine layer, dairy, etc.) : a
Design capacity (n er of animals) :
Average size of operation (12 month population avg.) : D
Average-acreage-needed for land application of waste (acres) :
Tech:;ical Specialiat Certification- - --
As a technical specialist designated by the North Conservation Commission pursuant to 15A NCAC 6F _0005, Carolina Soil and WaterI certify that the new or
expanded animal waste management system_ as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA-Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria-haue_been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers) ; liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party) ; access
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the ri;cr1,=rr,c
of pollutants from stornwater runoff events les
storm. ,
cal S ecialiat Please Print) :- USDA,�NAT. RES. CONS. SERV.
lame of THCh: P (Please PO BOX 277 KENANSVILLE NC
.,udress (Agent) : � � TELEPHONE [phone]
Signature: 41111 •�- ..
--------
Owner 2S _____-_= a e - --- ---
/ onager Agreement -____=_'_- --------=_
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
_hese procedures. I (we) know that any additional
design capacity of the waste treatment and storage system orlon con tru tioto the ncofting new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
_urface waters of the state either through a man-made conveyance
runoff from a storm event less or through
severe than the 2S-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
-ater Conses-✓ation District.
Name of Land Owner (Please Print) :
Signature. 4
- - Date:_ Lf- 21—gy
R-Ume of uaaager, if different from owner Please( print) :-
Signature
Date:` _
: <1-�: A change in land ownership requires notification- or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DEM USE ONLY:ACNEW#

CZ r- Date: 05/27/94
c
Duplin
r: Winfred5 Maready County: 1600.0 feet
to nearest residence (other than owner)
==-S tance _ 0 lbs
1, AVERAGE LIVE WEIGHT (ALW) x 1417 lbs. _ 0 lbs
0 sows (farrow to finish) x 522 lbs. _ 388800 lbs
0 sows (farrow to feeder) x 135 lbs. _ 0 lbs
2880 head (finishing only) x 433 lbs. = 0 lbs
_
0 sows (farrow to wean) X 30 lbs. - 0
0 head (wean to feeder)
Describe other : 388800 lbs
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment VoluYpe(CF) /
lb. ALW = 1 CF/lb. ALW
Volume = 388800 cubic feet r4$
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION ,�/-o S .rS�Spa dw
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 300. 0
Inside top width (feet) -=-------------------- 240. 0
r-- Top of dike elevation (feet) ----------------- 45. 0
Bottom of lagoon elevation (feet) ------------ 33. 0
Freeboard (feet) ----------------------------- 1. 0 1
Side slopes (inside lagoon) ------------------
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3 .0 3. 0 3.0 294. 0 234. 0 11. 0
AREA OF TOP
LENGTH * WIDTH =
294. 0 234.0 68796 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
.-� 228.0 168. 0 38304 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
261. 0 201.0 209844 (AREA OF MIDSECTION * 4)

CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
68796.0 209844.0 38304. 0 1.E
Total Designed Volume Available = 581064 CU. FT.
a._ TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:

Lagoon (top of dike)
Length * Width =
300.0 240.0 72000. 0 square feet
Buildings (roof -and lot water)
0.0 square feet Describe this area.
TOTAL DA 72000. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 388800 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 710208 gals. or 94947.6 cubic feet
SB. 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 = 0. 0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0. 0 cubic feet
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 = 42000.0 cubic feet
Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 45000.0 cubic feet

TOTAL REQUIRED TEMPORARY STORAGE
5A. 94948 cubic feet
5B. 0 cubic feet
5C. 42000 cubic feet
5D. 45000 cubic feet
TOTAL 181948 cubic feet
i5. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7. 0 inches
25 year - 24 hour rainfall=--=============> 7.5 inches
Freeboard______________________-----------=====> 1. 0 feet
Side slopes--------------------===========> 3. 0 • 1
Inside top length=====----- ------==========> 300. 0 feet
Inside top width___________________________> 240.0 feet
Top of dike elevation=====--------==========> 45. 0 feet
Bottom of lagoon elevation====---=_========> 33 .0 feet
Total required volume==---__________________> 570748 cu. ft.
Actual design volume---=====------======> 581064 cu. ft.
Seasonal high watertable elevation (SHWT)===> 41.0 feet
Stop pumping elev.=_______________________> 41.0 feet
Must be > or = to the SHWT elev.==========> 41.0 feet
Must be > or = to min. req. treatment el.=> 39. 0 feet
Required minimum treatment volume===========> 388800 cu. ft.
Volume at stop pumping elevation============> 388608 cu. ft.
Start pumping elev._________________________> 43. 3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 536064 cu. ft.
Volume at start pumping elevation===========> 533679 cu. ft.
Required volume to be pumped==--------======> 136948 cu. ft.
Actual volume planned to be pumped==========> 145071 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY: R•a' APPROVED BY: � ��5�c� /3L ,
DATE: -5 a 7` DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
BEFORE BEGINNING EXCAVATION
LANDOWNER 1S ADVISED TO SCS DOES NOT CERTIFY THAT
CONTACT ULOCO TO ASSURE THAT EXCAVATION AND FILL
UNDERGROUND UTILITIES ARE NOT VOLUMES ARE CORRECT
DESTROYED 1-800-632-4949
COMMENTS:

ANIMAL FACILITY ANNUAL C'ERIUICATION FORM QV
Certificate of Coverage or Permit Number ' r ,� County � Year 200
Facility Name(as shoum on Certificate of Coverage or Perrnit)LA_f��,l i� e f,e
Operator in Charge for this Facility 1 -eQ Certification #
Land a lica€ion of animal waste as allowed by the above permit occurred during the past calendar year
ES NO. If NO,skip Part I and Part H and proceed to the certification. Also,if animal waste
was generated but not land applied,please attach an explanation on haw the animal waste was handled.
_Part I . Ea 'infermaadont
1. Total number of application Fields or fulls (please check the appropriate box)in the Certified Animal
Waste Management Plat(CAW'+1lP): 4, .�1S.t.Y Total Useable Acres approved in the CAWW
2. Total number of Fields or PullsV(please check the appropriate box; on which land application occurred
during the year: Total Acres on which waste was applied - 0_-__..
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 CAW1ViP 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 toms or gallons (please check the appropriate box)
b. Annual average number of animals by type at this facility during the previous year:
— - - —2 t
. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest - -_2� 0 .� r -- _ --
Smallest --
(These numbers are for informational-purposes only since the only permit Iimit on the number of animals
at the facility is the annual average numbers)
8. Facility's Integrator if apply able: 19.1 c
E B.H: i'egam L7ii1W:
IF THE ANSWER TO ANY STATEMENT BELOW IS"1gNU",PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY TBE FACILITY WAS NOT CON PLIANT,THE DATES OF ANY NON
COMPLIANCE,AND EKPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
?. Only animal waste generated at this facility was applied to the permined Sites during tee'-
No the
past calendar year.
AFACF 3-14-03 1

Mtllizi 24_� VM -S 31T,
oa&jp�s' U�- cxsf to- ;-.01=9
t'l 9116sct ftrrnm�hii
rhtre%ras no d.
tvki
si k7e, p�omw�'_�aw'A!LSS fiWIC- IN 1 .1.11 tlPOIDS vi
a
In er awtv'i'l PAINT hCation -_c xv Atll&or ZT fact'i gen'tal than anv-,
!e past cal-endar yc'ar
-5 _�."All' latid aw-vi le !-_i-s e-r-'IllpWi X Zguvi '. - " is " .
C lag ttle PW C-L.0 C,
lud n a ;c - �ail'or k s Idid rlec� rhe bl. ;2ilvo! m 't ouam1
7 a
C�� uh -5 n imc�d a '."d re du la"Form -
for vvul& lagpora,vvm. dasi _-d.
A c�Dvv of Lih!_� Shkhae f5umvev F-cs-ma fals is :ched to 61i-,-cdn 'i-mon. ll'le ?_`hi
ry'r,
-;a 81: 18 -iyaf't c. m"63 ax ieer.-
A T VIC NXls. aS
NO
at-n-yra rel -.2 -Pu
nw_i't' d'he­_--_vm� F'V%e C
hti
fl X,
;_;G as vxic ed the r-AwTvip"v- -wint is'edA eS
Me" animall t"t cr'o-Ivs zmwfl'%�Cre ri=movixr - in WTI
n and ille.CA�'4_:VfFn`kri ­-s fAC-li"AY"Vt-M; scs
-12-= re-F4a- m--w!l- -AS ss-=M�erl 0- tn MMT!,;
I ce—nu,", undlc� peiadty of law-fmill ftj aral.ar, aaaac'hmeats V; 7-yUcInda-MA luii' Ml: cla�
su-n-erviaion M ac cord an'so"t with a Sov-&-m des.'sn"wil to assure thay, l;erY-_-'rmel pr
-va!�uate dle Tn"'M10,UUM OZ, At Vf-r-�,M far fjtrm_-m"� wh3:ria '3p L��' ' w5z4i�t—jj"
-,Wse 0. -fesponsible bw gehen"li dhe Lraf6ac-aulu mt sut-I-L is.
m
"Z4 w-edge wad bz1hel., wue�accurat&And covilk-Wic, mme,the
ion-inn" iuy "-he mm-PW Him,G.f Pines Lnd' 'or lmnuv":
.FAC F SA 4-0'a

`
Permittee Name
'-=------of^ ~^~�^"'� Date
Signature mf Operator io ��------- ------ ---------------'
f� from
~~=

Appendix L Lagoon Siudge Survely Forrn
A. Farm:fermi}or D;VC$Identification Nl.ber B. Lacraat] ldentiiicatit+n
�. ryontsj t akintr MeasurementsD.Date of Measurements
E. Methods/Devices Used for N,Ieasui'eme nt of:
... Distatice Warn the iavaut:liq:lid 1 t e Tl t n7 '>.' e -tt, z la ef:
S.l,i�uC tO .;� ur ae' I]- Ji�ti:.,� �.,
D.Distance T-orn the lagoon liquid Suyfac:to the bo om i soit,of the la2vcln:
C. E l]t knesss of the Sludge lager if mallkLr_a direct ineasuramem%vitl] core San pje-`':
. La .Oon Sw-Face area --uSlna dim;ndons at inside top of ,ai]'i- __ t'
____(acres)
(Draw asketcb of the la`oon on a Separate sheet, lis:< it e% iai]Ss and b'ulL:t?7aCt surface a:sa.)
G. Esti-mate number of sampling}.Joint::
a. Less than 1.323 acres: Use S palprt
h- IfT-nave than 1.33, acres, acres x f - _ . 1Vitn maxirJum of 2a.
hS. a a n s t s, .velar a un ifort i L til t12.'-z has the sanne,.itr:'_ier of i]7t, ea'L nS rh7
(T'�ii7 3'tiL'tL'si Tits tilt ice- I'Jc �e 'i 'S �t� iS T
estimated nur i er of sar11 1u7a oints nei:d d.Z:'ur,,l:er h-e int'..rsei:ti 1 � e o t T d
s�- _y Grl};l li1t�Oe..t:7.,l<i2fJe:l7�r1Ct�� _a. @!
: -trued ar cai.;:can be_as"n- 7`•.atti:L.��.)
H. Conduct sludge survey and record data in 'Sludge Survey-Data Sneer' (Appendixe 2)
I. At the time of-he s ud2e suvveY. also measw—e the distanciw from the oTaxiiT1um Liquid LvVii
L the Present Liquid Level(measure ai the lago€r,gakgge pale;:
J. Determine the distance ftor]the Maximum Liquid Level to-the S'lnriu-num Liquid i nel
fusee!a-noon manaoemert plan sir Other la rjon re Car&):
K. Calculate the distance from the present iiq- and surface level to the N'•i lirnum Liquid Level
;Item minus Item 1.assur ffii_lie present l:yuid level is elovi t;,e Maximum Licuid Level. R a.C'.Td frotr the Sludge Survey Data Sheet t,_distance morn the.present liquid surface level
tot the Aagoon bottom.(average for Gil the r??c'iisureiiient points): �
N,L i'�.s'..i:fit'G;"if�l]'tl]C Sl°..itl4'e�Jtii'i.'. -�['Zt$ `' at^' r, �- s-
j Csi]?vY the distance zr_rn the rcesent iiTuid surface !evel
`_o,the top of the sludge icier(a%;eraQe For all the naeassure merit;?t'inns):
N. Record tram the Slu.i`-b Swn,eiy , the k I rc?r ' t l n i, e �
.1.. _ �"fci:1 tJ1]%Co u. ci i"t�� .l]iG. ile�5 )t tl•SC$,]lU�e 1`,.vl`.
0. Calculate ilii,thickness of the exisimsz Liquid Treatment Zone Mern M mirias [tem _ ,i:
If In==_)._ less 1;t$ii-i:Ci. .,`. rt'i`tw:b'3l and Liiili-'_:.ism:'zl.?Tt:'?%5 s.:'.1'Cy1J:ii'.; by
N,f MVO' See_'our vee;fic l]errnit or contact Z Q fior more ilnior n adon--
P. ;mlceed to the Sludge','olun]=-Work sheet it vau desire to calculate sludiye volu ne for a rc:t:_angular-
Shatpeti lagoon-" i.d!of ifo m SICie shoes. .
Completed bv: li3ie:
?r?P,is�< r]' r`t�'rl4 iC=ri3-•^T
i 4

Appendix I Sludge Volume Worksheet.
The average thickness of the sludge layer is determined from information on the Lagoon Sludge
Survey Form.. In this example,the average sludge layer thickness is 2.; feet. The dimensions of
the lagoon and the side slope are needed for calculations. If the lagoon is a standard geometric
shape,the volume of sludge in the lagoon can then be estimated by using standard equations. For
rectangular lagoons and constant side slope, calculate length and width at the midpoint ofthe
sludge layer,and multiply by sludge layer thickness to calculate sludge layer volume, as shown in
the example.For irregular shapes, convert the total surface area to a square shape.
Example Your Lgoon
A. Average Sludge Layer Thickness (T) 2.5 ft.
B. Depth of lagoon from top of bank
to bo—nom soil surface(D) 11 ft.
C. Slope=horiaontal/vertical side slope (S) = _
D.Length at top inside bank(L) 457 ft.
E. Width at top inside bank(�V) 229 R.
F. Length at midpoint of sludge layer
Ln;=L—2 S (D-(T/2)) 398.3 ft.
G. Width at midpoint of sludge layer
Wm=W-2S (D—(M)) 170.5fi.
H. Volume of sludge(V)
V=L,,1 Wm T 169.860 ft'
I. Volume in gallons
V,=V= 7.5 gal./ff. 1.273.950 gal. _-
6

,T
Appendix 1. Lagoon Sludge Survey Form
A.Farm Permit or DWQ Identification dumber— _
B.Lagoon Identification C.Person(s)Taking Measurements
D.Date of Measurements t
E.Methods/Devices Used for Measurement of
a.Distance from the lagoon liquid surface to the top of the sludge layer:
b.Distance from the lagoon liquid surface to the bottom(soil)of the Iagoon:
c.Thickness of the sludge layer if making a direct measurement with"core sampler":
F.Lagoon Surface Area(using dimensions at inside top of bank): (acres)
(Draw a sketch of the lagoon on a separate sheet,list dimensions,and calculate surface area.)
G. Estimate number of sampling points:
a.Less than 1.33 acres:Use 8 points
b.If more than 1.33 acres, acres x 6= ,with maximum of 24.
(Using sketch and dimensions,develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed-dumber the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on"Sludge Survey Data Sheet"(Appendix 2).
I. At the time of the sludge survey,also measure the distance from the Maximum Liquid Level
to the Present Liquid Level(measure at the lagoon gauge pole):
d. Determine the distance from the Maximum Liquid Level to the�14iinimum Liquid Level
(use lagoon management plan or other lagoon records): �.
K. Calculate the distance from the present liquid surface level to the,Minimum Liquid Level
(item 3 minus Item 1!,assuming the present liquid level is below one Maximum Liquid Level):
L. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level # r:
to the lagoon bottom(average for all the measurement points):
M. Record from the Sludge Survey Data Sheet the distance h-om the present liquid surface level .�,
to the top of the sludge layer(average for all.the measurement points): ,`<
' , t
N. Record from the Sludge Survey Data Sheet the average thickness of the sludge layer:
0. Calculate the thickness of the existing Liquid Treatment Zone(Item lei minus Item K): :t '
(Note:If Item O is Iess than 4 feet.a sludge removal and utilization plan may be required by
DWQ.see your specific permit or contact DWQ for;Wore information.)
P. Proceed to the Sludge Volume Worksheet if you desire to calculate sludge volume for a rectangular-
shaped lagoon with uniform side slopes.
Completed by: �l — '. 4 - — —Date:
Print dame
Siggnkture
14

-
1-7�
Appen&x 3. Mudge Volume Worksheet.
The average thickness of the sludge layer is determined from information on the Lagoon Sludge
Survey Form. In this example,the average sludge layer thickness is-2.5 feet. The dimensions of
the lagoon and the side slope are needed for calculations. if the lagoon is a standard geometric
shape,the volume of sludge in the lagoon can then be estimated by using standard equations. For
rectangular lagoons and constant side slope,calculate length and width at the midpoint of the
sludge layer, and multiply by sludge layer thickness to calculate sludge layer volume, as shown in
the example.For irregular shapes,convert the total surface area to a square shape.
Example Your lagoon
A. Average Sludge Layer Thickness (T) 15 ft.
B. Depth of lagoon from top of bank
to bottom soil surface(D) 11 ft.
C. Slope=horizontal/vertical side slope (S) 3
D. Length at top inside bank(L) 4.57 ft.
F. Width at top inside bank(W) 229 ft.
F_Length at midpoint of sludge layer
L.=L—2 S (D- (T/2)) � 398.5 ft.
G. Width at midpoint of sludge layer
Wm=W—2 S(D—(T/2)) 170.5 ft.
H. Volume of sludge(V)
V=L.W,,,T 169.860 ft`'
I. Volume in gallons
Vo=V 7.5 gal./f-' 1 273.950 zal.
16

IRlx CA T lC!"I SYS`EMIS
Irrigation 5ye„t m Galli`:reson beta Meet for Hare close Traveler fir,g-2L sn�Wern
r
i a. Manufacturers' Spew'fis 'cr45: —un i���$i t�f�� ^,Z '':� 7.)d
iOzzie d}u. _ s _� �..._L' �i assu:" r�}sTl: _ {Reel
!netted diameter .cL3 fi Efseztive s;MC;y-g ft l .,v
i
HOSt,siXe.' Langth v--ft Diameter
=+. ']Xwa.Cing bet',ry n collectiC.n V:31ltalners(dilarneter _`'�.L
w ed d ameter
ge igae Spacing {ft; i
d. "'kart of It ifgation eventaw �
of Irrigation event
ocuc ca•:uc c. _ sr.
i-i'i"vStmn fe-di: t+ 11'I:r1 G o 8.T j a• /�\, !
f I y •��'� e/ , If
1i;rti a N,
feE:t .._a;:�:-rd �/� �R• ` / .i
'C: LlSieriL l
E cf --te the r stem, data,
and record an the-wrlrksl~eet on page S. 1
£,: 1
• %' a e;
;'suer of all catches—• � .,inches
Average--itch (I1Ttl rrT!be: of gauyes) inches
Distance traveled (ft)
! Average speed
1. ,S._M cf All ddeviatiri nS frog;,t- average catch
r;:. ; ,erage deviation frorn wieragecatch
, c f
r^a. Unifarirtite e0$i'fiCi@:tt
t-f Sri
I '
i:c•ils:e'tr'fi :i`si3is7 and make rte:e3Sary 2dll.ssirrle r;.:::
1=^: t:31eiers with proper ver53p snd operated M 11 jht;ed`'til^.; ana'�piiGStiOr :3%ifGi,`i?ipy+��CIE'F'si�E'r t GiQ;'Ler
i
.ppiic2Win Lin lformity between 0`()85 !S in the"good"range and :5 a=-.,- ptabfe for wasteiiiaple-T application.
pr+ nmy: an application u.- iforrr!ity bc-low 7C is c.omsidered.unacreptabie far wastewater irrigation using f
travelers. ;f the computed U,is ass than 70.system adjustments are required, CaI ttact ywr irrigatien dealer
! or Certified Technical Specialist for aWstance.
i

MAR"'L HOSE AND CABU
SYS""M'As
mon Swroyaa:m
Land-:-4vra-r is "r' ; No-
i"Alarl-afacturers' Specifications: Gur. Made! L
p J
L—WL—irn Pressure (ReV,
ft Efiecrive spac-ina C)OW
Hiose S�Ie: Liength,
wetted N18MA.Ler fft)
Number lof Q gauge r acing
j d st&-f_Of Irrigation event
-.--
Eno of Gverit
min
di--tarlice
ccifect dab-,
3r)r-!r C04'dn Z vvork3heet cm,pa.,
'he
A
of ai,ca�cties 5.it?
A-v-.1rage -Utcri, (U-number of-a uqee�
Inches
Distance Iti-ave'led
Averaga travet�peed
Sun-of 0 de, ations,fmrn is
p 2.1a -
Ave'mge dieviation, -Cim average cmf.ch
I fl
snrce.rwtot the calUbf-atJor dafta- a,ed nilike ni-&-n--a�:So rs, L;kr act rnerts.
will?,p.'^opjer ovarlap an'd worn#V-� 0' figh vvind" an appirst-W., ul-nsibr-Mltv -,-r
An is,
bp--iLAjp-+,Ii 70 to SS, Mi in the-"Srjcd"-tange;and •is
' g -mapcion unfrmltY CUBiiil "0Icnid L-nacapabi-f -, -1 rr, df usi; plt io cv om Or 1- iarSs�
V
tmvellers- ime conn��d Uts less ihim 10, smiarr,adjustrnents are req401-*ej, Conit.:t ypur heigma
Certified Technical Specia-1145t.fcr.
f7 t

State of North aro ina
Department of Environment and Natural Resources
Division of Water Quality
r_ Non-Discharge Permit Application Form
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Liquid Animal Waste Operations
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.
1. GENERAL INFORMATION:
1.1 Facility Name: LD&Winfred MareadL _
1.2 Print Land Owner's name: L.D.Maread r
13 Mailing address: Rt 2 Box 242
City, State: Wallace NC Zip: 28466 ~
Telephone Number(include area code): 296-2121
1.4 County where facility is located: Duplin
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):
1.6 Print Farm Manager's name(if different from Land Owner):
1.7 Lessee's/Integrator's name(if applicable;please circle which type is listed):_
1.8 Date Facility Originally Began Operation: 12/02/94
1.9 Date(s)of Facility Expansion(s)(if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: 31 (county number);_260 (facility number).
2.2 Operation DescnptGnT: Swine operation
Feeder to Finish '
y q&p a 8_Certified Design Capacity Z �� f ► %ti C ��r�
� ��- Z 4,c 3l— ZCiG
Is the above information correct? [:::]yes; FMno. If no,correct below using the design capacity of the facility
The"No.of Animals"should be the maximum num er for which the waste management structures were designed.
of Swine No.of rnii-nals Type of Poultry No.of Animals Type of Cattle No.of_A_nima_is
0 Wean to Feeder 0 Layer 0 Dairy _
lE Feeder to Finish ''
7c�Q � 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:
FORM: AWO-G-E 5/28/98 Page 1 of 4 31 -260

1
.,YVISION OF WATER QUALITY REGIONAL OFFICES(M)
Asheville Regional WQ Supervisor Washington Regional WQ Supervisor Raleigh Regional WQ Superdsor
59 Woodfin Place 943 Washington Square Mau 38W Barren Dr.
Asheville,NC 29801 Washington,NC 27889 Raleigh,NC 27611
[phone] (919)946-G4S1 [phone]
Fax[phone] Fax[phone] Fax[phone]
Avery Macon Beaufort Jones Nathan Nash
Buncombe Madison Bertie Lenoir Durham Northampton
Burke McDowell Camden Martin Edgecoudw Orange
Caldwell Mitchell Gowan Pamlico Franklin Prison
ti7Cat idc r"vilC - vaWI""Ii �:�.i.:i�`..".� r��n.ill� V--ce
Clay Rutherford Cunituck P viitnans Halifax Wake
Graham Swain Dare Pitt Johnston Warren
Haywood Transylvania Gates Ty ell Lee Wilson
Henderson Yancey Greene Washington
Jackson Hertford Wayne '
Hyde
Fayetteville Regional WQ Supervisor Mooresville Regional WQ Supervisor Wilmington Region.WQ Supervisor
Wachovia Building,Suite 714 919 North Main Street 127 Cardinal Drive Extension
4yetteville,NC 28301 Mooresville,NC 28115 Wilmington,NC 28405-3845
0)486-1541 [phone] [phone]
race(910)486-0707 Fax[phone] Fax[phone]
Anson Moore Alexander Lincoln Brunswick New Hanover
Bladen Richmond Cabarrus Mecklenburg Carteret Onslow
Cumberland Robeson Catawba Rowan Columbus Pander
Harnett Sampson Cleveland Stanly Duplin
Hoke Scotland Gaston Union
Montgomery hvdell
Winston-Salem Regional WQ Supervisor
585 Waughtown Street
Winston-Salem,NC 27107
[phone]
Fax[phone]
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
FORM: AWO-G-E 512 S Page 4 of 4

1
Altir"I WAL FACILITY ANNUAL CIIRIMCATIO N FOnt �
Certificate of Coverage or Permit Dumber L{�L 154� County � L Year 2M
Facility Name(as shown on Certificate of Coverage or Yermit)L4 f- ��e' t�.
Operator in Charge for this Facility- f.2 �Q - Certification #
Land licatioa of anirnal waste as allowed by the above unit occurred during the past calendar year
YES NO. If NO,skip Part I and Part II and proceed to the certification. Also,if animal waste
was generated but not land applied,please attach an explanation on how the animal waste was handled.
Pa.rIlEacft Iufetmption:
1. Total number of application Fields or Pulls (please check the appropriate box)in the Certified Animal
Waste Management Plan(CAWMP): /J 64- 16',6' Total Useable Acres approved in the CAWNIP
1, 0
2. Total number of Fields or Pullfplease check the appropriate box) on which land application occurred
during the year: &&ILS Total Acres on which waste was applied _ _d
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 pious wastewater sold or given to other persons and taken
off site during the year tons or gallons (please check the appropriate box)
i
6. Annual average number of animals by type at this facility during the previous year:
. Largest and smallest number of animals by type at this facility at any one time during the previous year:
Largest._ _ 26 iJ - - - ----�
Smallest 65� rf 'M rf — - - -- - - - -
(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:
Paint II: FasIk Status;
IF THE ANSWER TO ANY STATEMENT BELOW IS "NO",PLEASE PROVIDE A WRITTEN
DESCRIPTION AS TO WHY THE FACILITY WAS NOT COMPLIANT,THE DATES OF ANY NON
COMPLIANCE,AND EXPLAIN CORRECTIVE ACTION TAKEN OR PROPOSED TO BE TAKEN TO
BRING THIS FACILITY BACK INTO COMPLIANCE.
1. Only animal waste generated at this facility was applied to the permitted Sites during
No the
past calendar year.-
AFACF 3-14-03 1

UP
bfci % n tT' e aloy wo Operalc'j a lach - wey ha� wa v ff -Px Y
h f� i 1�ay d the houses. lagnensMor-agle-7n s ami(inelL M9 i -1
put calendar year.
There wis V.0 diischirge vlfwaste to surfscevvav,,�r fram this facilky& ing Ihe No
yeT�.
ftlare was 11",ftdebm-eyl vxjivvioa in- V.-,v 'Wroprls tit storagt ponds* This
Them way:noRANapplicmion t( azq fields or ciops at; this faviaity greauer than Cht
iev'-is
Lhi&facility IMMP's CA during thr pait calendar .yezur.
4 - -
A'111 land appjicad�m eqWJpvrjer,-j-�was ca:ibv-ttJ C,lei si onxie duxirkg the Past calere-a:ycz-,
7 Sludge accumulat;an ai-13&,gooris did-vkxt excece th eou vl rw ,-
t f 0 the I-ag.vn
'sou designed or reduce the lagocns"-nir-im tT'Ujr'Ort V'-Ijuvr
for vvlakh,the fa p-was designed.
4. A copy of the Aawwal Sludge SurvcY FOM fair to tW-.,Certificati€n.
uhf
lei"i:-Ceivi,
NNO ng Ir-'a" Waste%-A`ur`'
C'. S Y-na-intaired spmified 1M. permat du�,' the mt calendar'yea-j"s
No
AD r-sieFs4d v.j 3 `e—�Ojvw I
d act*rdance tbc facility S
1x-;--44ni( during nhe Past ca'-n(w-vear.
AD OPered main ons and terra ve 'xfl-s in, the twine,wam
No r
Ile P&Sr Q1t-::'-AWr Y--&r _Cri_ in-the of a diviatiom pvur aurthofiemalan Via, r-eCeived
1-rom :he Divizsh�a cfiflfter
P Sas- ied dwring I-xvWC. yes "O
qwc ied in the CAW*; vrere maktall
NO
sites receivang anmial. waste and tie grown wererew-oved in. with
. facility's permit,
14. Al I buffer requimments,as specify on t�,jt:pew!j,and te CAu•-
_Mp fir.Ai Ulty w fay er 'Yes
ji;
rn,lantviaied d-u-rijig each application offaninjai %-aste-dw!`U-19 a"$w P&il cf-leni'lar year.
Cat. uWer Underm,
f%j Y '. -; 01�
MWtYof-law ftt ft elm=&nt and all auwh.mer.,ts wee
s'a=. v-UiOn iu Accordw-et with a systenn.designed to assure that qualiffief;-1 W,son-ne!proper-I.,go-dier and
evakdate.the iriformation submitted. Basad on mv inau, of the
UVI person or pe.mxis who tnanaqe i-Ile yste.rrt,
g
those p mowi di respkmwible for gat het4 'nrrn v, tic, 'tbmitr
ing LIC W, -kalort.dle e =z 15- 'C4 is, if best of
:ay ono ledge and belief, true,acciante.an(i COMPlitte. !a—ma aware that.Vher-w are signfficara for
stAbnuitwnj false information.including the po%a�
ibiliv.v of fuxes,and iin.;n. sonn.art for knowing
Al2ACF 3-14-03

Permi►tee Natneand Title (type or print)
%"gnat,I Date
ze of�eiruittcc
Signawre of Operator in Charge Date
(if different from Penrdaee)
AFACF 3-14-03 3

Appendix 1.Lat5l&oon Sludge Survey Form
A. Farm Permit or DWQ Identification Number
B. Lagoon Identification
C. Person(s)Taking Measurements
D. Date of Measurements
E. Methods/Devices used for:Measurement of:
a. Distance from the lagoon liquid surface to the top of the sludge layer:
b.Distance from the lagoon liquid surface to the botiorri(soil)of the lagoon:
c. Thickness of the sludge laver ifmakitlg a direct measurement with"core sampler':
F. Lagoon Surface Area(using dimensions at inside top of bank): } (acres)
(Drain a sketch of the lagoon on a separate sheet, list dimensions, and calculate surface area.)
G. Estimate number ofsampling points:
a. Less than 1.33 acres: Use S poi.rtts
b. If more than 1.33 acres, acres x 6 =_ with maximum of 24.
(Using sketch and dimensions,develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed.Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on-`Sludge Survey Data Sheet'(Appendix 2).
?. At the time of the sludge survey, also measure the distance from the Maximum Liquid Level
to the Present Liquid Level(measure at the lagoon gauge pole):
Determine the distance from the Maximum Liquid Level to the Minimum Liouid Level
(use lagoon management plan or other lagoon records):
K. Calculate the distance from the present liquid surface level to the Minimum Liquid Level
(Item J minus Item 1, assuming the present liquid level is below the Maximum Liquid Level):
L. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level
to the lagoon bottom(Average for all the measurement points): !
I. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level
to the top of the sludge laver(average for all the measurement points):
N. Record from the Sludge Survey; Data Sheet the average thickness of the sludge laver,
O. Calculate the thickness of the existing Liquid Treatment Zone (Item M minus item IC):
(Note:If Item 0 is less than 4 t-eer.a sludge removal and utilization putt may be required b,
N.C.DWQ. See your specific permit or contact DWQ for more information.j
P. Proceed to the Sludge Volume Worksheet if you desire to calculate sludge volume for a rectangular-
shaped lagoon with uniform side slopes.
Completed by-: _ _ Date:
Print-Name Si�rattrre
t

Appendix 3. Sludge Volume Worksheet.
The average thickness of the sludge layer is determined from information on the Lagoon Sludge
Survey Form. In this example,the average sludge layer thickness is 2.5 feet. The dimensions of
the lagoon and the side slope are needed for calculations. If the lagoon is a standard geometric
shape,the volume of sludge in the lagoon can then be estimated by using standard equations. For
rectangular lagoons and constant side slope, calculate length and width at the midpoint of the.
sludge layer, and multiply by sludge layer thickness to calculate sludge layer volume, as shown in
the example.For irregular shapes, convert the total surface area to a square shape.
Example Your lagoon
A. Average Sludge Layer Thickness (T) 2.5 ft.
B. Depth of lagoon from top of bank
to bottom soil surface(D) 11 ft,
C. Slope=horizontal/vertical side slope (S) 3
D.Length at top inside bank(L) 457 ft.
E. Width at top inside bank(W) 229 ft.
F. Length at midpoint of sludge layer
Lm=L—2 S (D- (T/2)) 398.5 ft.
G. Width at midpoint of sludge layer
Wm=W—2 S (D—(T/2)) 170.5 ft.
H. Volume of sludge(V)
V=Lm Wm T 169.860 ft
I. Volume in gallons
V.=V * 7.5 gal./ft'. 1.273.950 aal.
16

Appendix 1. Lagoon Sludge Survey Form
A.Farm Permit or DWQ Identification Number
B. Lagoon Identification L.'-L C
�t
C.Person(s)Taking Measurements
D.Date of Measurements
E. Methods/Devices Used for Measurement of:
a.Distance from the lagoon liquid surface to the top of the sludge layer:
yrJ e
b.Distance from the lagoon liquid surface to the bottom(soil)of the Iagoon.
c.Thickness of the sludge layer if mal ing a direct measurement with"core sampler":
3j -.
F.Lagoon Surface Area(using dimensions at inside top of bank): . . (acres)
(Draw a sketch of the lagoon on a separate sheet,list dimensions,and calculate surface area.)
G. Estimate number of sampling points:
a.Less than 1.33 acres:Use&points
b.If more than 1.33 acres, ',_`�� ' acres x 6= ,with maximum of 24.
(Using sketch and dimensions,develop a uniform grid that has the same number of intersections as the
estimated number of sampling points needed.Number the intersection points on the lagoon grid so that data
recorded at each can be easily matched.)
H. Conduct sludge survey and record data on"Sludge Survey Data Sheet"(Appendix 2).
I. At the time of the sludge survey,also measure the distance from the Maximum Liquid Level
to the Present Liquid Level(measure at the lagoon gauge pole):
J. Determine the distance from the Maximum Liquid Level to the iklinimum Liquid Level ,:,•,.
(use lagoon management plan or other lagoon records):
K. Calculate the distance from the present liquid surface level to the Minimum Liquid Level ;1
(Item 3 minus Item I, assuming the present liquid level is below the Maximum Liquid Level):.
L. Record from the Sludge Survey Data Sheet the distance from the present liquid surface level
to the lagoon bottom(average for all the measurement points):
M. Record from the Sludge Survey Data Sheet the distance from the present Iiquid surface level ;
to the top of the sludge layer(average for all the measurement points):
N. Record from the Sludge Survey Data Sheet the average thickness of the sludge laver: t',
O. Calculate the thickness of the existing Liquid Treatment Zone(Item M minus Item K):
(Note:If Item Q is less than 4 feet.a sludge removal and utilization plan may be required by
N.C.DWQ.See your specific permit or contact DWQ for more information) t
P. Proceed to the Sludge Volume Worksheet if you desire to calculate sludge volume for a rectangular-
shaped lagoon with uniform side slopes.
Completed by: r t, ¢ — _ 44'i is Date:
Print Name •Signature
n f'
14

Appendix 3. Sludge Volume Worksheet.
The average thickness of the sludge layer is determined from information on the Lagoon Sludge
Survey Form. In this example,the average sludge layer thickness is 2.5 feet. The dimensions of
the lagoon and the side slope are needed for calculations. If the lagoon is a standard geometric
shape,the volume of sludge in the lagoon can then be estimated by using standard equations. For
rectangular lagoons and constant side slope, calculate length and width at the midpoint of the
sludge layer,and multiply by sludge laver thickness to calculate sludge laver volume,as shown in
the example. For irregular shapes,convert the total surface area to a square shape.
Example Your lagoon
A. Average Sludge Layer Thickness(T) 2.5 ft.
B. Depth of lagoon from top of bank
to bottom soil surface(D) 11 ft.
C. Slope=horizontal/vertical side slope (S) 3
D.Length at top inside bank(L) 457 ft,
E. Width at top inside bank(W) 229 ft.
F. Length at midpoint of sludge laver
Lm=L—2 S(D-(T/2)) 398.5 ft.
G. Width at midpoint of sludge layer
Wm=W—2 S (D—(T/2)) 170.5 ft.
H. Volume of sludge (V)
V=Lm Wm T 169.860 W
I. Volume in gallons
V�=V* 7.5 gal./ft'. 1.273.950 sal.
16

IRPLCAINON SYSTEMS
Irrigation Sygem Calibraillan Data Sheet for Hare, Hose Traveler inn-gation ISVstern
Land Owner -,q
J '40,
i a. Manufacturers' Specifications: -111-a 6L(­h---I
%-Sun N&�de. Pe ------
-essure (Gun,;
Nozzle Dia. R (Ree.1) i.
i f
Wetted diameter cL-3 ft Effective Spacing ft Flow G p j
HOSP Size:Length --ft Diameter ----in
Spacing between collection containers(diamerar 116,
waited diameter (ft)
Nuirnber a"'! -
grlugel, =
ge'.1ge spacing (ft"
W*21
d. 'Start of Irrigation ftent Ig:33
Fnri of I-trigaton event F T 9 41 6 4 z 2
I 000000a
—7 1
f. DLwaUon(tom.-d) n
T I rivell' distanc { ✓ a
h. Cipelate the systarri, coliect data,
and record on the wrAsheet on page 8. —4ill
i, Sum of ali catches Jnches
J. Average catch 0/number of gaLges) _J5 inches
Distance traveled
k. Average tinvel, speed
Time (min)
in 64-N-
1. Sum of all deviations frorrnthe average catch
rn- Average deviation from average catch
n. Uniformity coefficient
U, ILI X 100
l.inter ri=,,the LaRgali,.,in daLa and make racessarj adiustments.
For travelers tvith proper uver,;:ap and oWated in light wind, an aprjli�afkor, uriform-ity Coefficienr greater
thart 85 is(,orrinvon.
V Ai-)p n u licetioniformity berween 70 to S 65 9' in the"good" range and, �i acceptable for wastewater application
Ge*nw- a;iY, an application uniformity below 70 is considered una,reptable for wastewater lrngatlon using
travelers. If the computed U,is 4-,ss man 70,systern.adjustments are required. Contact your i.rrigaticr dealer
or Certified Technical Specialist for assistance.
(9

HARD HOSE AOID""ABLE TCAk,TkAVELER
:RRJGAYK,')N SYSTEPAS
irrlgation kysterm Calibration Data Siheet feby Hard Hose Ttavelet krigawhon System
DATE: A'v_d k r wzi.- -2 4' 6
aw Land Owner A
c3. Nlanufacturers' Spec- catiortst Gur lt�vljodej Kornj,4-
Type
Nozzle Oka, —LIQL—in Pressure
Wetted diameter 4qal ft Effective Speciriq
Site: Length ___ _ft Oiameter
b.'Sp:%Cirg b*bwParl wilection cnrtahneF s(diarnez-,
voette' dis-m eter (ft)
N urnber vF gauges
gauge qpaciria (ft)
Start of irrigadon event
e. Era of IrrigatiaFn everit
a lit 1 1
Durati­r (e-d) rrin 0 a C
g! 5-ave' feet
orparate tfii,k"systl rr. cellect da"M,
a5 nd record 6-fl-the viorksheet or,�aoa
Tr
`urn of all Catches 67.iq infe cs Ilk, A
higrage catch, (Untimber of gauges) i143 inches
Distznce traveled(ft.)
4
Average travelvesd
T!,ne Oni..I)
Sur~ of ail deo_aAjons tyw.ri the aw-ara! P, ca t
,p
f
tvage deviatin'rt imim average c -c t/I x
n, Unifryrmity coetr9ciant
(j)
wvwPrat the calibration data and riiake iwzwsai� Sdjwt(-,,er%,tS.
for travele'rS with, or-oper overlap aiiri znpet�,Plted isj Jj"h wir,,jj, arik appikatilori uniform-AW Coefficient gr antar
thail 8.5 is cwrrlrnorr.
urlif0jMT."y�tweeh 70 to 65 i' ir, the-"good" range antd is&=,eptable for
Gerieraiv, e!,l AppNcatlon uniforrmity bsiow "70 is considee'red unacceptabl(! for vmasteinater IMOAtiOn US41
trzif"Iers. iff wile compuwd tj IS less thaln 70, system adTjstt,,ients are requl ed. coin-tact ynUr hrrlgr�;*n de-wer
[St.for -ar �>rtified technical Speeta,

Nutrient Management Plan For Animal Waste Utilization
06-04-2002
This plan has been prepared for: This plan has been developed by:
r ed
LD& Winford.�Mraready(31-260) Billy WHouston
L.D. & Winford 11�Iaready Atplin Soil& Water
368 Cypress Creek Rd PO Box 219
APR 01 2019
Wallace, NC 28466 Kenansville, NC 28349
910-283-37J:1 Utc�..0,,
910-296-2120
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenanc
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included
with this plan.
Z
4l-h�
4r"
me(miner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specialist Signature ate
531512 Database Version 2.0
--------------------------------------------------7--------------------
Date Printed: 06-04-2002 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 5,339,520 gals/year by
a 5,760 animal Swine Finishing Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 12305
Incorporated 21133
Injected 23273
Irrigated 13375
Actual PAN + Actual Volume Applied Volume Surplus/Deficit
Applied (Pounds) (Gallons) (Gallons)
Year I 19,140 6,36%042 -1,029,522
Note;
---
In---source--I-D--S--------------------
----
-----------------------, means standard source__U means user defined source. --
----
531512 _ Database Version 2.0 Date Printed: 06-01-2002 Source Page 1 of 1

Narrative
This WUP is written based on a wetted acres footprint completed by Ms. Star Maready with Ag Extension.
The PAN used is taken form the existing WUP dated 10/13/98(see attached).
- -------------------- _ __
---------------------------
531512 Database Version 2.0 Date Printed: 06-04-2002 Narrative Page t of I

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the
number of acres of cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the cro s to
be grown, their nutrient requirements, and proper timing of applications to maximize nutrient uptake. p
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 orother by-products, commercial fertilizer and residual from previous crops. An estunate 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 die total manure applied is included in the table to ensure that the plan adequately provides for the
utilization of the manure generated by the operation.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal
waste is being utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being
applied. Soil tests should be used to balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient
management plans may require that the application of animal waste be limited so as to prevent over application of phosphorous when
excessive levels of this nutrient are detected in a field.
Was [it' 1011 It
h
Nitrogen Comm. Res. Manure ILiquid Solid Liquid Solid
PA Fert. (lbs/A) PA Manure Manure Manure Manure
Nutrient Nutrient Nutrient Applied Applied Applied Applier
Req'd Applied Applied (acre)
(acre) (Field) (Field)
Source Total Use. RYE Applic. yy��
Er
Lt3. Soil Series Acre Acres Cron , Applic• Y/�/t/ 1000
RYE Unit period N N N Method the/A =-al/A tolls l000 pals tons
S7 Leon 5.7 5.7 Small Grain Oversced 1.0 Tons 10/1-3131
*50 0 0 brig, 50 19,96 0 85.43 0.00
S7 Leon 5.7 5.7 Hybrid 13ennudagrass *4.0 Tbns 3/1-10/15 *200 0
Hay 0 Irrig. 200 79.84 0 341.72 0.00
S7 Leon 6.3 6.3 Small Grain Overseed I.0 Tons 10/1-3/31 *50 0 U Irrig. 50 19.96 0 S7 Leon 5449 0.00
G.3 6.3 I•lybrid Bermudagrass *4.0 Tons 3/1-10/15 *200 0 0 Irrig. 200 79.84 p
1•lay 217.96 0.00
S7 Leon 5.4 5.4 Small Grain Overseed 1.0 Tnns 1011-3/31 *50 p0 Ircig. 50 19.96 tj
66.67 O.OqS7 Leon 5.4 5.4 Hybrid Bernwdagrass *4.0 'Pons 311-l0/IS *200 0lay 0 Ircig. 200 79.84 266.67 0.00
S7 Leon 4.9 4.9 Small Grain Overseed 1.0 Tons 10/1-3/31 *50
0 0 Irrig. 50 19.96 85.23 0.00
531512 Database Version 2.0 Date Printed:6/4/02 _ - -
WUT Page 1
r_�

t
Waste Utilization 'at l Yew
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA Manure Manure Manure Manure
Nutrient Nutrient Nutrient Applied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
�.
Source 'Total Use. RYCi Applic. Applic. 1000
Tract field 11), Soil Series Acre Acres Crop lkyF, Itnit Period N N I N Method IllYA eal/A lolls I 1000 Pals tons
7937 12 S7 Leon 4.9 4.9 Hybrid l3ernutdagrass *4.0 'Pons 3/1-10/15 *200 0 0 Irrig. 200 79.84 0 340.92 0.00
Ha
7937 13 S7 Leon 5,1 5.1 Small Grain Overseed I.0 'Pons 10/1-3/31 *50 U 0 Irrig, 50 19,96 0 55.29 0.00
7937 13 S7 Leon 5.1 5.1 Hybrid l3ermudagrass *4.0 Pons 3/1-10/15 *200 0 0 Irrig. 200 79.84 0 221.16 0.00
I-lay
7937 14 S7 Leon 6,3 6.3 Small Grain Overseed 1.0 'Tons 10/1-3/31 *50 0 0 lrrig. 50 19.96 0 79.44 0.00
7937 14 S7 Leon 6.3 6.3 Hybrid l3ermudagrass *4.0 Tons 3/1-10/15 *200 0 0 Irrig. 200 79.84 0 317.76 0.00
1-la
7937 2 87 Lcun 4.9 4.9 Small Grain Overseed 1.0 'Pons 10/1-3/31 *50 0 U 1 Irrig. 50 19,96 0 71.06 0.00
7937 2 S7 L.con 4.9 4,9 Hybrid l3ermudagrass *4.0 Pons 3/1-10/15 *200 0 0 Irrig. 200 79.84 0 284.23 0.00
1[ay
7937 3 S7 Lcon 4.9 4.9 Small Grain Overseed 1.0 Tuns 10l1-3/31 *50 0 0 Irrig. 50 19.96 0 76.05 0.00
7937 3 S7 Leon 4.9 4.9 llybrid L3ennudagrass *4.0 'Pons 3/1-10/15 *200 0 0 Irrig. 200 79.84 0 304.19 0.00
1-lay
7937 4 S7 Leon 4.9 4.9 Small Grain Overseed 1,0 'Pons 10/1-3/31 *50 01 U Iniec, I 50 11.47 0 51.28 0.00
7937 4 S7 Leon 4.9 4.9 llybrid l3ermudagrass *4.0 'Tons 3/1-10/15 *200 0 U Irrig. .200 79.84 U 356.89 0.00
May-
7937 5 S7 A►dryville 4.3 4.31 Small Grain Overseed LO Tons 10/1-3/31 *50 0 0 Irrig, 50 19.96 0 74.43 0.00
7937 5 S7 Autryville 4.3 4.3 Hybrid l3ermudagrass 5.5 'Pons 3/1-I0/15 *275 0 0 Irrig. 275 109.78 0 475.35 0.00
lay 1
7937 6 S7 Autryville 4.3 4.3 Small Grain Overseed LU 'Cons 10/1-3/31 *50 0 0 Irrig. 50 19.96 0 64.47 0.00
7937 6 S7 Autryville 4,3 4.3 Hybrid Dertnudagrass 5.5 'Pons 3/1-10/I5 *275 0 0 Irrig. 275 109.78 0 475.35 0.00
flay
7937 7 S7 Leon 6.3 6.3 Small Grain Overseed 1.0 'Pons 10/1-3/31 *50 U 0 Irrig. 50 19,96 0 66.471 0.00
7937 7 S7 Leon 6.3 6.3 hybrid l3ermudagrass *4.0 Tons 3/1-10/I5 *200 0 0 Irrig, 200 79.84 0 265.87 0,00
Hay
531512 Database Version 2.0 Date Printed:6/4/02 WUT Page 2
h

Waste Uti tion A e, vea
s,
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert, (Ibs/A) PA Manure Manure Manure Manure
Nutrient Nutrient Nutrient Applied Applied Applied Applied
SourceReq'd Applied Applied (acre)'1'olal Use.
(Field) (Field)
Tract field LU. Suit Series Acre Acres RYI- Applic. Applic.
C'ro n RYI: Unit Period N 1000
7937 8 S7 Leo. N N Method Ibs/A sal/A tons 1000 gals tons
5.3 5.3 Sntall Grain Uverseed 1.0 'rolls 10/1-3/31 *50
0 U Irric. 50 !9.96 0 80,24
7937 8 57 Leon 5.3 5.3 Hybrid 13ennudagrass * 0.00
40 'Pons 3/l-IO/15 *200 0 0 brig. 200 7).84
Flay t 0 320.96 0.00
7937 9 S7 Lcun 5.3 5.3 Sma11 Grain Overseed
1.0 7'utts I0/1-3/31 *50 0 0 brig• 50 19.96
7937 9 S7 Leon 5.3 S..i HybridBermudagrass *4.0 Tons 3/1-10/IS *20U 0 64.G7 0.00
F1av 0 0 brig. 200 79.84 0 258.68 0.00
1 0• q �
0.00
Balancc,tons 0.00
Notes: 1,In the tract column,symbol—mans lensed,otherwise,uu-ncd.
2.Symbol*means user entered data,
531512 Database Version 2.0
Date Printed: 6/4/02 .. . .. - ...
WUT Page 3

The Irrigation Application Factors for each field in this plan are shown in the following
table. Infiltration rate varies with soils. If applying
system PP ymg waste nutrients through an irrigation
You must apply at a rate that will not result in runoff. This table provides the
maximum application rate per hour that may be applied to each field selected to receive
wastewater. It also lists the maximum application amount that each field may receive in
any one application event.
Irrigation Application Factors
Ttact Field APplication Rate :application Amount
Soil series (inehmhour)
7937 1 Leon (inches)
7937 10 Leon 0.65 0.72
7937 11 Leon 0.65 0.72
7937 12 Leon 0.65 0.72
7937 13 Leon 0.65 0.72
7937 14 Leon 0.65 0.72
7937 2 Leon 0.65 0.72
7937 3 Leon 0.65 0.72
7937 4 Leon 0.65 0.72
7937 5 Autmville 0.65 0.72
0.60
7937 6 Autr"vi[le 0.72
7937 7 Leon 0.60 0.72
7937 R 1 Leon 0.65 0.72
7937 9 Leon R65 0.72
0.65 0.72
-------------------------------------------------------------------------
531512 Database Version 2.0 Date Printed- 06-04-2002
IAF Page I of 1

� 1 1
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. Inmost cases, the priority nutrient is nitrogen but other nutrients including
Phosphorous, copper and zinc can also be limiting. Since nutrient levels are generall very hig application of sludge must be carefully applied y �h'
Sites must first be evaluated for.their suitability for sludge application. Ideally, effluent spray
fields should not be used for sludge application. If this is not possible, care should be taken not to
load effluent application fields with high amounts of copper and zinc so that additional effluent
cannot be applied. On sites vulnerable to surface water moving to streams and lakes, phosphorous
is a concern Soils containing very high phosphorous levels may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Masilnum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation I5 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
Com 120 bu 150 13.16
EEH36.10
.21 144A2 216.63
Hay G ton R Y.E. 300 26.32
72.21 108.31 Soybean 40 bu 16U td 04
G7.70 135.39 203.09
--------------- _____
-------------------
''1 5 1 2 Database Version 2.0 -------
Date Printed: 06-04-2002 Sludge Page 1 of 1

Required Specifications For Animal Waste Management
t, Animal waste shall not reach surface waters of the state by runoff,
drift, manmade conveyances, direct application, or direct discharge
during operation or land application. Any discharge of waste that
reaches surface water is prohibited.-
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land
to properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure
an update of the Nutrient Management Plan when there is a change
in the operation, increase in the number of animals, method of
application, receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen
needs for realistic crop yields based upon soil type, available
moisture, historical data, climatic conditions, and level of
management, unless there are regulations that restrict the rate of
applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per
acre per year. Waste may be applied to land eroding at more than 5
tons per acre per year but less than 10 tons per acre per year provided
grass filter strips are installed where runoff leaves the field (see
USDA, NRCS Field Office Technical Guide Standard 393 - Filter
Strips).
5, Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drif
from the land application field.
--------------------------------------------------------------------------
531512 Database Version 2.0 Date Printed: 06-04-2002 Specification Page i of 4

v
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 offshe or to surface
waters and in a method which does not cause drift from the site
during application. No ponding should occur in order to control odor
and flies.
S. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste
should also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching.
Waste/nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop-planted to take up released
nutrients. Waste shall not be applied more than 30 days prior to
planting of the crop or forages breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area onto
which waste is applied from a lagoon that is a component of a swine
farm shall be at least 50 feet from any residential property boundary
and canal. Animal waste, other than swine waste from facilities sited
on or after October 1, 1995, shall not be applied closer that 25 feet to
perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings
other than those owned by the landowner.
-----------------
531512 Database Version 2.0 Date Printed_06-04-2002 Specification Page 2 of

10 Start 0.42 0.00 NE 70 100% 0.4
Exterior Middle 1000.0 241.0 5.5
Stop 0.31 0.00 NE 70 100% 0.3
Total 6.26
11 Start 0.42 0.00 NE 70 100% 0.4
Exterior Middle 850.0 241.5 4.7
Stop 0.31 0.00 NE 70 100% 0.3
Total 5.44
12 Start 0.42 0.00 NE 70 100% 0.4
Interior Middle 900.0 200.0 4.1
Stop 0.31 0.00 NE 70 100% 0.3
Total 4.86
13 Start 0.42 0.00 NE 70 100% 0.4
Interior Middle 950.0 200.0 4.4
Stop 0.31 0.00 NE 70 100% 0.3
Total 6.09
14 Start 0.42 0.00 NE 70 100% 0.4
Exterior Middle 1000.0 241.5 5.5
Stop 0.31 0.00 NE 70 100% 0.3
Total NE 70 6.27
Total Wetted Acres= 74.0 acres
,a
Signature of Technical Specialist-4- 3,;r wo Date:_
Signature of Owner: Date: SL

LD&WD Maready
Chinquapin, NC 315 degree arc
Wetted Diameter= 284 ft
Single Pull Wetted Diameter= 256 ft
USE 200 FT AS LANE SPACING
Pull# Ft of Pull Width Chart Arc% Acres TOTAL
1 Start 0.42 0.00 NE 70 100% 0.4
Exterior Middle 900.0 241.5 5.0
Stop 0.31 0.00 NE 70 100% 0.3
Total 5.72
2 Start 0.42 0.00 NE 70 100% 0.4
Interior Middle 900.0 200.0 4.1
Stop 0.31 0.00 NE 70 100% 0.3
Total 4.86...
3 Start 0.42 0.00 NE 70 100% 0.4
Interior Middle 920.0 200.0 4.2
Stop 0.31 0.00 NE 70 100% 0.3
Total 4.95
4 Start 0.42 0.00 NE 70 100% 0.4
Exterior Middle 920.0 200.0 4.2
Stop 0.31 0.00 NE 70 100% 0.3
Total NE 70 4.95
5 Start 0.42 0.00 NE 70 100% 0.4
Exterior Middle 650.0 241.5 3.6
Stop 0.31 0.00 NE 70 100% 0.3
Total 4.33
6 Start 0.42 0.00 NE 70 100% 0.4
Exterior Middle 650.0 241.0 3.6
Stop 0.31 0.00 NE 70 100% 0.3
Total 4.33
7 Start 0.42 0.00 NE 70 100% 0.4
Exterior Middle 1000.0 241.0 6.5
Stop 0.31 0.00 NE 70 100% 0.3
Total 6.26
8 Start 0.42 0.00 NE 70 100% 0.4
Interior Middle 1000.0 200.0 4.6
Stop 0.31 0.00 NE 70 100% 0.3
Total 5.32
9 Start 0.42 0.00 NE 70 100% 0.4
Interior Middle 1000.0 200.0 4.6
Stop 0.31 0.00 NE 70 100% 0.3
Total 5.32

r err:
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41

�7
ANIMAL WASTE 'UTILIZATION PLAN
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm:LD & WINFRED MAREADY(31-258&260)
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 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
North Carolina Division of Water Quality (NCDWQ) before the new
animals are stocked. I (we) also understand that there must 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 NCDWQ upon request.
Name of Facility Owner: LD & WINFRED MAREADY
(Please print)
s
Signature: Date:
Name of Manager(If different f4 owner) :
Signature: Date:
Name of Person Preparing Plan: (please print)BILLY W. HOUSTON
Affiliation:DUPLIN SOIL AND WATER CONSERVATION DISTRICT
Phone No. 910-296-2120
Address (Agency) : PO BOX 277
KENANSVILLE NC 28349
r
Signature: Date: �0
Page: 12

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
evaL of the teTpirary storage (p3 1] Vv2iv) �fbc,ttom ei -
all waste treatment lagoons. Pumping shall be managed to
maintain the liquid level between the markers. A marker will
be required to mark the maximum storage volume for waste
storage ponds.
22 . Waste shall be tested within 60 days of utilization and soil
shall be tested at least annually at crop sites where waste
products are applied. Nitrogen shall be the rate - determining
element . Zinc and copper levels in the soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years. Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23 . Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 11

WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 the crop or forages breaking
dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995) ,
shall not be applied closer than 25 feet to perennial waters .
(See Standard 393 - Filter Strips) .
12 . Animal waste shall not be applied closer than 100 feet to
wells.
13 . Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the 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
they have been approved as a land application site by a
"technical specialist" . Animal waste shall not be applied on
grassed waterways that discharges 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.
Page: 10

V
WASTE UTILIZATION PLAN
REQUIRED 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.
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 waste, he/she shall
provide a copy 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
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3 . Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application 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 that is eroding
at 5 or more tons, but less than 10 tons per acre per year-
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
5. Odors can be reduced by injecting the waste or disking after
waste application. Waste should not be applied when there is
danger of drift from the irrigation field.
6 . When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application
does not occur during a season prone to flooding. (See "Weather
and Climate in North Carolina" for guidance. )
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 or flies.
8 . Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9 . Animal waste shall be applied on actively growing crops in such
a manner that the crop is not covered with waste to a depth that
would inhibit growth. The potential for salt damage from animal
waste should also be considered.
Page: 9

ANIMAL WASTE UTILIZATION PLAN
Call your technical specialist after you receive the waste analysis
report for assistance in determining the amount of waste per acre and
the proper application rate prior to applying the waste.
NARRATIVE OF OPERATION
:CHIS PLAN HAS BEEN REVISED TO INCLUDE FIELD lA TO BE PLANTED TO BERMUDA GRASS.
CHIS FIELD WILL BE PLANTED IN THE SPRING OF 1999. A SMALL GRAIN WINTER COVER
WILL BE PLANTED FOR PUMPING, IF NEEDED, ON THIS FIELD. THE RATES FOR SMALL
GRAIN WILL BE 75lbsN/AC(SEE ATTACHED) . MR MAREADY MAY GRAZE THE BERMUDA CROP
IF DESIRED. IF THIS IS DONE THE NITROGEN RATE WILL BE 150lbsN/AC FOR BERMUDA
PASTURE. THE NUTRIENT DEFICIT WILL BE f-4771 , COMPARE NITROGEN BALANCE ON PAGE
FIVE OF THIS PLAN. THE APPLICATION RATES AND AMOUNTS WILL BE THE SAME AS FOR
BERMUDA HAY(SEE PG 7) .
Page: 8

ANIMAL WASTE UTILIZATION PLAN
amounts of nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application
rates and amounts .
I (Application RatelApplic. Amount
( Tract I Field I Soil Type I Crop (in/hr) I (inches)
17937 1 1 I LNA I BH f .60 I *1 .0
I
1
17937 11A I LNA I BH I . 60 ( *1 . 0
7937 I -1 I I SG I . 5 I *1
7937 I -lA I I SG .5 I *1
* This is the maximum application amount allowed for the soil
assuming the amount of nitrogen allowed for the crop is not over
applied. In many situations, the application amount shown cannot
be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil
conditions.
Your facility is designed for 180.00 days of temporary storage and
the temporary storage must be removed on the average of once every
6.00 months. In no instance should the volume of the waste be stored
in your structure be within the 25 year 24 hour storm storage or one
foot of freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to
ensure that the spreader equipment is operated properly to apply the
correct rates to the acres shown in Tables 1 and 2 . Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may
make this plan invalid.
Page: 7

ANIMAL WASTE UTILIZATION PLAN
*** 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 .
See attached map showing the fields to be used for the utilization of
animal waste.
SLUDGE APPLICATION:
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 2131. 2 pounds of plant available nitrogen per year in the
sludge.
If you remove the sludge every 5 years, you will have approximately 10656
pounds of PAN to utilize. Assuming you apply this PAN to hybrid
bermudagrass hayland at the rate of 300 pounds of nitrogen per acre, you
will need 35 .52 acres of land. If you apply the sludge to corn at
the rate of 125 pounds of nitrogen per acre, you will need 85 .248 acres
of land. Please be aware that these are only estimates of the PAN and
land needed. Actual requirements could vary by 25o depending on your
sludge waste analysis, soil types, realistic yields, and application
methods.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the
soil at the time of irrigation such that runoff or ponding occurs. This
rate is limited by initial soil moisture content, soil structure, soil
texture, water droplet size, and organic solids . The application amount
should not exceed the available water holding capacity of the soil at the
time of irrigation nor should the plant available nitrogen applied exceed
the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan,
it is the responsibility of the producer and irrigation designer to ensure
that an irrigation system is installed to properly irrigate the acres
shown in Tables 1 and 2 . Failure to apply the recommended rates and
Page: 6

:. 21V
ANIMAL WASTE UTILIZATION PLAN
** 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:
CROP CODE CROP UNITS IPER UNIT
BH HYBRID BERMUDAGRASS-HAY TONS 50
SG SMALL GRAIN OVERSEEDED - - AC 75
TOTALS FROM TABLES 1 AND 2
WETTABLE LBS AW N USED
_ACRES
TABLE 1 61 16775
TABLE 2 0 0
TOTAL 61 16775
I
*** BALANCE -3527
-------------------
*** This number must be less than or equal to 0 in order to
fully utilize the animal waste N produced.
Page: 5

ANIMAL WASTE UTILIZATION PLAN
TABLE 2: ACRES WITH NOTARIZED AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners must be attached. )
(Required only if operator does not own adequate land.
See required specification 2 . )
TRACT FIELD SOIL TYPE & CLASS- :CROP YIELD LBS COMM N ** * LBSDETERMINING PHASE AW N PER ACRES AW N
PER AC AC USED
- or -------
Y RESID. APPLIC
METH N TIME
END
TOTAL 0-
Indicates that this field is being overseeded (i.e. -interplanted) or
winter annuals follow summer annuals .
In interplanted fields (i.e. small grain, etc, interseeded
in bermudagrass) , forage must be removed through grazing,
hay and/or silage. Where grazing, plants should be grazed
when they reach a height of six to nine inches. Cattle
should be removed when plants are grazed to a height of four
inches. In fields where small grain, etc, is to be removed
for hay or silage, care should be exercised not to let small
grain to reach maturity, especially late in the season (i .e.
April or May) . Shading may result if small grain gets too
high and this will definitely interfere with stand of
bermudagrass. This loss of stand will result in reduced
yields and less nitrogen being utilized. Rather than
cutting small grain for hay or silage just before heading as
is the normal situation, you are encouraged to cut the small
grain earlier. You may want to consider harvesting hay or
silage two to three times during the season, depending on
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late
September or early October. Drilling is recommended over
broadcasting. Bermudagrass should be grazed or mowed to a
height of about two inches before drilling for best results.
Page: 4

.t
ANIMAL WASTE UTILIZATION PLAN
TABLE 1: ACRES OWNED BY PRODUCER
77- 1---
SOIL TYPE & CLASS-
CROP YIELD LBS COMM N ** * LBS
DETERMINING PHASE CODE AW N PER ACRES] AW N
PER AC AC USED
or
APPLY RESID. APPLIC
METH N TIME
NA BH T. 0 200 0
45.5 9100
I APR-SEP
7937 SG 1 '75
45 .5 3412.5
I SEP-APR
7937 lA LNA BH 4.0 200
15 . 5 3100
I APR-SEP
7937 �1A SG 1 75
15 .5 1162 .5
I SEP-APR
END
TOTAL116775
- Indicates that this field is being overseeded (i. e.
interplanted) or winter annuals follow summer annuals .
The applicator is cautioned that P and K may be over applied
while meeting the N requirements. In the future, regulations
may require farmers in some parts of North Carolina to have a
nutrient management plan that addresses all nutrients : This
Plan only addresses nitrogen.
Page: 3

ANIMAL WASTE UTILIZATION PLAN
5 . Wind conditions should also be considered to avoid drift and
downwind odor problems.
6. To maximize the value of the nutrients for crop production
and to reduce the potential for pollution, the waste should
be applied to a growing crop or applied not more than 30
days prior to planting a crop or forages breaking dormancy.
Injecting the waste or disking will conserve nutrients and
reduce odor problems.
This plan is based on the waste application method shown above. If
you choose to change methods in the future, you need to revise this
plan. Nutrient levels for different application methods are not the
same.
The estimated acres needed to apply the animal waste is based on
typical nutrient content for this type of facility. Acreage
requirements should be based on the waste analysis report from your
waste management facility. In some cases you may want to have plant
analysis made, which could allow additional waste to be applied.
Provisions shall be made for the area receiving waste to be flexible
so as to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for specific
crop production.
This waste utilization plan, if carried out, meets the requirements
for compliance with 15A NCAC 2H . 0217 adopted by the Environmental
Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
5760 hogs x 1. 9 tons waste/hogs/year = 10944 tons
.AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
5760 hogs x 2.3 lbs PAN/hogs/year = 13248 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.
Page: 2

ANIMAL WASTE 'UTILIZATION PLAN'
Producer: LD & WINFRED MARE
ADY
Location: 368 CYPRESS CREEK RD
WALLACE NC 28466
Telephone: [phone]
Type Operation: Existing Feeder to Finish Swine
Number of Animals: 5760.00 hogs
(Design Capacity)
STORAGE STRUCTURE: Anaerobic Waste Treatment Lagoon
APPLICATION METHOD: Irrigation
The waste from your animal facility must be land applied at a
specified rate to prevent pollution of surface water and/or
groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops
in the fields where the waste is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil
tests are strongly encouraged so that all plant" nutrients can be
balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization
plan in order to maximize the fertilizer value of the waste and to
ensure that it is applied in an environmentally safe manner:
1• Always apply waste based on the -needs of the crop to be
grown and the nutrient content of the waste. Do not apply
more nitrogen than the crop can utilize.
2 • Soil types are important as they have different infiltration
rates, leaching potentials, cation exchange capacities, and
available water holding capacities.
3 . Normally waste shall be applied to land eroding at less than
5 tons per acre per year. Waste may be applied to land
eroding at 5 or more tons per acre annually, but less than
10 tons per acre per year providing that adequate filter
strips are established.
4 . Do not apply waste on saturated soils, when it is raining,
or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed
under DWQ regulations.
Page: 1

The following crop note applies to field(s): 1, 10, 11. 12, 13, 14, 2,3,4, 7. 8, 9
Small Grain: Cp,Mineral Soil,low-leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30: and rye from October
I5-November 20. For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU"Small Grain Production Guide". Also, increase the initial seeding rate
by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and rye at I-I 1/2
bushels/acre. Plant all these small grains at 1-1 1/2"deep. Adequate depth control is essential. Review the
NCSU Official Variety- "green book"and information from private companies to select a hiL
di ing
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acdre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
retraining N should be applied during the months of February-March.
The following crop note applies to field(s): 5, 6
Small Grain: CP, Mineral Soil, mediuun leachable
In the Coastal Plain, oats and barley should be planted from October Ili-October 30: and rye from October
15-November 20. For barley,plant 22 seed/drill row foot and increase the seeding
rate by for eac
week seeding is delayed beyond the optimum time. See the seeding rates table for appli able`seeding rate
modifications in the current NCSU"Small Grain Production Guide". Also. increase the initial seeding rate
by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushels/acre. Plant all these small grains at 1-1 1/2"deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions.Apphy no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of Februan-IVlarch.
------------------------------------------------
__ ___
531512 Database Version 2.0 Date Printed: 06-04-2002 -- -- -----
Crop Note Pace 2 of 2

Crop Notes
The following crop note applies to field(s): 1, 10, 11, 12, I3, 14, 2, 3, 4, 7, 8. 9
Bermudagrass Coastal Plain, Mineral SOIL Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain_ hybrid bermudagrass sprigs can be planted Mar. 1 to Mar.deep 31. Cover sprigs I"to
For Coastal 3"
st optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind
al and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2'to 3' in the row. Generally a rate of
30 btt/ac is satisfactory to produce full groundcover in one or two_years under good growing conditions.
Tifton 44 spreads slowly. so use at least 40 bu/ac in LS'to 2' rows spaced 1' to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac_ Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25%for grazing, Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more info
miation or consult your regional agronomist or extension agent for
assistance. g
The following crop note applies to field(s): 5, 6
Bermudagrass Coastal Plain. Mineral Soil, Moderately Well Drained.
Adaptation: Weil-adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs I"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3
30 bu/ac is ' rows,spaced 2 to 3' in the row. Generally a rate of
satisfactory to produce full groundcover in one or two years under good gronring conditions.
Tifton 44 spreads sloNyly. so use at least 40 bu/ac in L5' to 2' rows spaced F to 1.5' in ropy. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime_phosphorus,potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 Ib/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
F' 25°��,for grazing. Refer to NCS U Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
---- ---------------------------------- _____
531512 Database Version2.0 -- --"-"----'-
Date Printed: 06-04-2002 Crop Note Page 1 of 2

21. Highly visible markers shall be installed to
elevations of the temporary mark the top and bottom
p ary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the li uid
level between the markers. A marker will be required to mar q
maximum storage volume for waste storage ponds. k the
22. Waste shall be tested within 60 days of utilization and soil shaI1 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 cro
sites shall be used when these metals approach excessive levels. p
shall be adjusted and maintained for optimum crop production. S il
il
and waste analysis records shall be kept for a minimum of five years.
Poultry dry waste application records shall be maintained for a
minimum of three years. Waste application records for all other
waste shall be maintained for a minimum of five years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
�31512 Database Version 2.t) __
------------------ __
Date Printed: 06-04-2002 Specification Page 4 of 4

"t.
F
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over-spraying.
Animal waste may be applied to prior converted cropland provided
the fields have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on grassed
waterways that discharge directly into water courses, and on other
grassed waterways, waste shall be applied at agronomic rates in a
manner that causes no runoff or drift from the site.
16. Domestic and industrial waste from washdown facilities, showers,
toilets, sinks, etc., shall not be discharged into the animal waste
management system.
17. A protective cover of appropriate vegetation will be established on
all disturbed areas (lagoon embankments, berms, pipe runs, etc.).
Areas shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc., are
limited to areas where considered appropriate. Lagoon areas should
be kept mowed and accessible. Berms and structures should be
inspected regularly for evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated,
the owner is responsible for obtaining and implementing a "closure
plan" which will eliminate the possibility of an illegal discharge,
pollution, and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be
inspected on a regular basis to prevent breakdowns, leaks, and spills.
A regular maintenance checklist should be kept on site.
2o. 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 fiirther applications of animal waste
during the crop season.
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531512 Database Version 2.0 Date Printed: 06-04-2002 Specification Page 3 of 4

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
most be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all inforrnadon and make any necessary corrections below.
Application must be signed and dated by the Permldee.
1. Farm Number: 31-0260 Certificate Of Coverage Number: AWS310260
2. Facility Name: LD&Winfred Maready Farm
3. Landowner's Name(same as on the Waste Management Plan): L D Mareadv
4. Landowner's Mailing Address: 368 Cypress Creek Rd
City: Wallace State: NC Zip: 28466
Telephone Number: 910-285-5724 Ext. E-mail:
5. Facility's Physical Address: 3220 Lightwood Bridge Rd
City: Wallace State: NC Zip: 28466
6. County where Facility is located: DuDlin
7. Farm Manager's Name(if different from Landowner): Winfred Mareadv
g. Farm Manager's telephone number(include area code): 910-285-5724 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Winfred D.Mareadv Phone No.: OIC#: 19850
11. Lessee's Name(if there is not a Lessee,write"None"): ) ogle
12. Indicate animal operation type and number: :v
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 5,760
Operation Tnes•
Swine Cattle Dry Pon lw Other Tvnes
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Fetish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
it w to Wean Beef Stocker Calf Turkey Pullet
Farrow to Fader Beef Feeder
Boar/Stud Beef Broad Cow Wet Ponlw
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
Nl 19.50
R2 Acui 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),sieved by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian. APR 0% 2019
Primary secondary Routine Mortality C:�: "'•�.,,�,;;,
Burial three feet beneath the surface of the ground within 24 hours of knowl6dge of an
00 death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
El D Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
URendering at a rendering plant licensed under G.S. 106-168.7.
aa Complete incineration according to 02 NCAC 52C.0102.
A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
a Any method which, in the professional opinioneof the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. t106-399.4.
Si ature Farm Ow�er(Manage Date
OULT
Signature fTechnicalSpecialist Date