820501_Permit Renewal Application 2019_20190410

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: 82-0501
Certificate Of Coverage Number:
AWS820501
2.
Facility Name: L & M Daug uy Inc.
3.
Landowner's Name (same as on the Waste Management Plan):
Mark W Daughtry
4.
Landowner's Mailing Address: 385 Meagan Farm Ln
City: Clinton State:
NC
Zip: 28328-7811
Telephone Number: 910-385-6102 Ext. E-mail: markd(-prestagefarms.com
5.
Facility's Physical Address: 385 Meagans Farm Ln
City: Clinton State:
NC
Zip: 28328
6.
County where Facility is located: Sampson
7,
Farm Manager's Name (if different from Landowner):
Mark W Dauphtry
g,
Farm Manager's telephone number (include area code):
910-385-6102 Ext.
9.
Integrator's Name (if there is not an Integrator, write "None"):
Prestage Farms Inc
10.
Operator Name (OIC): Mark W. Daughgy
Phone No.: 910-596-5750
OIC #: 987757
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
8,797
Operation Types.•
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

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1-2
1 9'90
'CLAV
Z,330 *0
39,204.00
d 9 00
2
19.00
,�,ro�s i✓ _ b
i 994E
19.00
19.00
65,340.00
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 CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), si,-ned by the owner 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]
ts,pa ® 9 2019
^ater Qu; ht,

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. l 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.
corporation, signature should be by a principalexec tive officer 'the corporation): y�
Name: ✓(�ly� Title: (��/ 7
Signature:
Name: Title:
Signature: Date:
Name:
Signature:
Title:
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]
C0010cDEGOW
ptA
W3WI GUSH
Re4W0%bP'n0'_
If Landowner is a
FORM: RENEWAL -STATE GENERAL 02/2019

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
f{Ou1'e 1-2
1 9,9 D
C(At
Z330 *D
39,204.00
2
19.00
.�fo�s i✓ -6
I'l?a
6,14
aol .593
73 Svv
19.00
19.00
65,340.00
i49
G14
t .3L4 e�
4.v
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 CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed bX the owner 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]
RF' ' h.1 �� S'WK
<;aw- Oaak—
RM1rWt*00erdtkMSec 1011

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, signature should be by a principal exec tive officer Qf the corporation):
� %
Name: 5J �CIL•s�• � itl1
Signature: / ��Cf� /�' �f`fY040
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
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]
aEGWwwmamR
FORM: RENEWAL -STATE GENERAL 02/2019

Insect Control Checklist for Animal Operations
Source Cause _ BWs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters Accumulation of solids I;r Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
CP Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids a Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 308/6 of surface.
Excessive Vegetative o Decaying vegetation Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage M Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
O Clean up spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter).
Feed Storage Accumulations of feed residues O Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
0 Inspect for and remove or breakup accumulated
solids in filter strips around feed storage as
needed.
AMIC - November 11, 1996, Page 1

Source Cause
Animal Holding Areas Accumulations of animal wastes O
and feed wastage
O
Dry Manure Handling • Accumulations of animal wastes 0
Systems
O
O
BIAPs to Control Insects.. Site Specific Practices
Eliminate low areas that trap moisture along
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
needed).
Remove spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
Provide for adequate drainage around manure
stockpiles.
Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.
AMIC - November 11, 1996, Page 2

Swine Farm Waste Management Odor Control. Checklist
~ Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production 1K Vegetative or wooded buffers;
(7 .Recommended best management practices;
ffl�' Good judgment and common sense
Animal body surfaces s Dirty manure -covered animals Gr Dry' floors
Floor surfaces . Wet manure -covered floors Gir Slotted floors;
W Waterers located over slotted floors;
❑ Feeders at high end of solid floors;
lY Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits • Urine; 0�r' Frequent manure removal by flush, pit recharge, -
® Partial microbial decomposition or scrape;
O Underfloor ventilation
Ventilation exhaust fans • Volatile gases; Gr Fan maintenance;
Dust
R'
Efficient air movement
Indoor surfaces
• Dust
Or Washdown between groups of animals;
M'
Feed additives;
❑
Feeder covers;
8'
Feed delivery downspout extenders to feeder
(Flush
covers
tanks
® Agitation of recycled lagoon
Gr
Flush tank covers;
liquid while tanks are filling
R'
Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys
® Agitation during wastewater
❑
Underfloor flush with underfloor ventilation
conveyance
Pit recharge points
® Agitation of recycled lagoon
[
Extend recharge lines to near bottom of pits
liquid while pits are filling
with anti -siphon vents
Lift stations
• Agitation during sump.tark
❑
Sump tank covers
filling and drawdown
Outside drain collection Agitation during wastewater ❑ Box covers
or junction boxes conveyance
AMOC -November 11, 1996, Page 3

Source Cause BMPs to Minimize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater ❑ Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces . Volatile gas emissions; Gr Proper lagoon liquid capacity;
• Biological mixing; G3' Correct lagoon startup procedures;
• Agitation Oe"Minimum surface area -to -volume ratio;
t;r Minimum agitation when.pumping;
O Mechanical aeration;
O Proven biological additives
Irrigation sprinkler
•
High pressure agitation;
Cr
Irrigate on dry days with little or no wind;
nozzles
.
Wind drift
G"4 Minimum recommended operating pressure;:
Cr
Pump intake near lagoon liquid surface;
O
Pump from second -stage lagoon
Storage tank or basin
•
Partial microbial decomposition;
❑
Bottom or midlevel loading;
surface
.
Mixing while filling;
❑
Tank covers;
•
Agitation when emptying
O
Basin surface mats of solids;
O
Proven biological additives or oxidants
Settling basin surface
•
Partial microbial decomposition;
❑
Extend drainpipe outlets underneath liquid
•
Mixing while filling;
level;
•
Agitation when emptying
❑
Remove settled solids regularly
Manure, slurry or sludge
•
Agitation when spreading;
❑
Soil injection of slurry/sludges;
spreader outlets
a
Volatile gas emissions
O
Wash residual manure from spreader after use;
O
Proven biological additives or oxidants
Uncovered manure,
•
Volatile gas emissions Aile
O
Soil injection of slurry/sludges
slurry or sludge on field
surfaces
drying
O
Soil incorporation within 48 hrs.;
O
Spread in thin uniform layers for rapid drying;
O
Proven biological additives or oxidants
Dead animals
•
Carcass decomposition
Y
Proper disposition of carcasses
Dead animal disposal
a
Carcass decomposition
❑
Complete covering of carcasses in burial pits;
pits
O
Proper location/construction of disposal pits
Incinerators
•
Incomplete combustion
O
Secondary stack burners
AMOC - November 11, 1996, Page 4

Soucee , �_ Cause UMPs to Minimize Odor — - - — —
Standing wafer —around. Improper drainage; _Site Specific Practices
Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
hlanure tracked onto ® Poorly maintained access roads
public roads hoot fill -III Fann access road maintenance
access
Additional Information :
Swine Manure Managecucnt ; 0200 Rule/I3MP Packet Available From
Swine Production Dann Potential Odor Sources and Remedies ; EBAE Fact Sheet NCSIJ, County Extension Cenler
Swine PfOdUcliOn Facility Manure Management: Pit Recharge - Lagoon Treatment ; EBAE 128-88 NCSU - l3AE
Swine Production Facility Ivlanure Management: Underfloor Flush - Lagoon Treatment ; EBAE 129-88 NCSIJ - 13AF
Lagoon [)csign and Management for Livestock Manure Treatment and Storage ; EBAE 103-83 NCSIJ - IJAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSIJ - BAH
Controlling Odors from Swine Buildings; P111-33 NCSIJ - ItAE
Environmental Assurance Program ; NPPC Manual NCSIJ - Swine Extension
Options for Managing Odor; a report from the Swine Odor Task Force NC Pork Producers Assoc
Nuisance Cnncenis in Animal Manure Management: Odors and s Flies ; PRO10�, 1995 Conference Proceedings NCSIJ Agri Communications
g Florida Cooperative Extension
AA1O'- November 11, 1996, Page 5

ROY COOPER
Governor
MICHAEL S. REGAN
Seeretory
LIN©A CULPEPPER
,wreetor
NORTH CAROL INA
fnrtreemental Quaftry
February 27, 2019
Mark W Daughtry
L & M Daughtry Inc.
385 Meagan Farm Ln
Clinton, NC 28328-7811
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 https //deg.nc.gov/about/divisions/water-resources/waigzquali!y7regional-operations/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 your continued coverage under the State Non -Discharge General Permitsyou must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facilisy Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned by April 3,_2019,
Please note that you must include one (1) covti of the Certified Animal Waste Management Plan (CAWMPI with the
completed and sinned application form. A list of items included in the CAWMP can be found on p4ge 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): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820501
Prestage Farms Inc
NorthCsro6napepartrr�ntoic..^.s-c^^^s�:s:�us"y°1 �:�r{a^�'L','s:s'�E�.vr:�s
512 N.Sa9isbury St. 1 1636 Me Se-'v:h CE t-:. j Rs Cs _ rs 27c?3-_E3.5
919.707.SMO

A
PR
��azt
RCdYCO(iPER
cwernor
MICHAEL S. REGAN
sec"Mry
LINDA CULPEPPER CAROLINA
D reefor EnvironmentalQuality
February 27, 2019
Mark W Daughtry
L & M Daughtry Inc.
385 Meagan Farm Ln
Clinton, NC 28328-7811
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�ttps:Hdgg.nc.gov/about/divisions/water-resources/water-quality-regional-operations/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 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 "R uest for Certificate of Coverage Facility Cum entl Covered by an
Expiring State Non-Disch a General Permit." The application form must be completed, signed and returned by April 3. 2019.
Please note that you must include one flcopyof the Certified Animal Waste Management Plan CAWMP . with the
completed and siened 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,
/_ P �'�
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fayetteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820501
PrestaMe Farms Inc
North::sra iaDepartimentofEnv"rcnrtrneata Qu.a'ty I DusotofWr2tarR=s0ur-xs
512 N. Sa 'shun St. 1 le-3S Ma 2eruta vent -Er I Rs e:b , North Cara, na 276'e-1636

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
S��Pi 1
�60
,YDwfe, 1-2
1910
fLAV
Z330 *0
39,204.00
y g, 00
�S;4e, 1f 2
19.00
a�s�_bi
ig9cL
6/4�oe
Ss.
19.00
AID
19.00
�:Q
65,340.00
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 CAWMP must include the following components:
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 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]
r (7q
A,pp. ® 9 2019
,,ate! Quaht,
fWtrwmi ()C1WdthM

Producer:
Name of Farm:
Location:
Phone:
Type of Operation:
Number of Animal:
Waste Utilization Plan
Mark Daughtry
L&M Daughtry
443 Daughtry Town Rd.
Clinton NC 28328
910-564-4310
Feeder to Finish
8797
Storage Structure: Anaerobic Lagoon
Method of Application: Irrigation
Amount of waste produced per year:
Amount of plant available N (PAN) produced/year:
County: Sampson
16686 ton/year
15835 lbs./year
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 the 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 not be applied to land eroding at more 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 in runoff to the surface waters which is not
allowed under DWQ regulations.
S. Wind conditions should also be considered to avoid drift and downwind odor problems.
6. To maximize the value of the nutrients for crops 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 applications 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

L&M Daughtry
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 the 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.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Page 2
Tract No.
Field No.
Soil Type
Crop
Code
Yield/Ac
Lbs. N
unit
Acres Lbs N
Used
Month to
Apply
Lbs. N
Per Ac.
10548
2
WaB
CB -Graze
4.1
50
2.32 476
MAR-OCT
205
10548
3
WaB
CB -Graze
4.1
50
1.91 392
MAR-OCT
205
10548
4
WaB
CB -Graze
4.1
50
1 1.43 293
MAR-OCT
205
10548
5
WaB
CB -Graze
4.1
50
2.27 465
MAR-OCT
205
10548
6
WaB
CB -Graze
4.1
50
2.38 488
MAR-OCT
205
10548
7
WaB
CB -Graze
4.1
50
2.27 465
MAR-OCT
205
10548
11
WaB
CB -Graze
4.1
SO
1.96 402
MAR-OCT
205
10548
2-11
WaB
SG -Graze
1
50
19.76 988
OCT-MAR
50
4282
13
WaB
Crabgrass/G
3.4
SO
3.18 541
MAR-OCT
170
4282
13
WaB
SG -Graze
1
50
3.18 159
OCT-MAR
50
10548
14
WaB
CB -Graze
4.1
50
3.76 771
MAR-OCT
205
4282
15
WaB
crabgrass/G
3.4
50
2.77 471
MAR-OCT
170
4282
15
WaB
SG -Graze
1
50
2.77 139
OCT-MAR
50
10548
16
WaB
CB -Graze
4.1
50
3.53 724
MAR-OCT
205
10548
14&16
WaB
SG -Graze
1
50
7.29 365
SEP-MAR
0
4282
17
WaB
Crabgrass/G
3.4
50
2.61 444
MAR-OCT
4282
17
WaB
SG -Graze
1
50
2.61 131
OCT-MAR
50
4282
18
WaB
crabgrass/G
3.4
50
2.82 479
MAR-OCT
170
4282
18
WaB
SG -Graze
1
50
2.82 141
OCT-MAR
50
10239
19
WaB
CB -Hay
5.5
50
2.58 709
MAR-OCT
275
10239
22
WaB
CB -Hay
5.5
50
1.03 283
MAR-OCT
275
10239
19&22
WaB
SG -Hay
1
50
3.61 180
OCT-MAR
50
10549
23
WaB
CB -Graze
4.1
50
2.12 435
MAR-OCT
205
10549
24A
WaB
CB -Graze
4.1
50
1.99 408
MAR-OCT
205
10549
24B
WaB
CB -Graze
4.1
50
2.69 551
MAR-OCT
205
10549
23-24B
WaB
SG -Graze
1
50
6.80 340
OCT-MAR
50
10549
25
WaB
CB -Hay
5.5
50
1.73 476
MAR-OCT
275
10549
26
WaB
CB -Hay
5.5
50
4.41 1213
MAR-OCT
275
10549
25-26
WaB
SG -Hay
1
50
6.14 307
OCT-MAR
50
10549
27 A-F
WaB
CB -Hay
5.5
50
8.76 2409
MAR-OCT
275
10549
27 A-F
WaB
SG -Hay
1
50
8.76 438
OCT-MAR
50
4287
29
WaB
Crabgrass/G
3.4
50
3.81 648
MAR-OCT
170
4287
29
WaB
SG -Graze
1
50
3.81 191
OCT-MAR
50
4287
30
WaB
Crabgrass/G
3.4
50
2.98 507
MAR-OCT
17
4287
30
WaB
SG -Graze
1
50
2.98 149
OCT-MAR
50
4287
31
WaB
Crabgrass/G
3.4
50
2.51 427
MAR-OCT
170
4287
31
WaB
SG -Graze
1
50
2.51 126
OCT-MAR
50
Total 67.82 18126 lbs.
Available Nitrogen 15835 lbs.
Surplus or deficit -2292 lbs.
Applying the above amount of waste is a bigjob. You should plan time and have appropriate equipment to apply
the waste in a timely manner.

L&M Daughtry Page 3
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.
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 materity,
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 the 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 silagejust 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 the 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.
Caution must be exercised in grazing or haying summer annuals under stressed conditions. Nitrate poisoning
may occur in livestock. Sampling forage or hay for nitrate levels is recommended.
Acres shown in the tables are considered to be the usable acres excluding required buffers, filters 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 field 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 3167 lbs. of plant available
nitrogen per year in the sludge.
If you remove sludge every 5 years you will have approximately 15835 lbs. of PAN to utilize. Assuming
you apply this PAN to hybrid bermudagrass hayland at the rate of 300 lbs/acre you will need 53
acres of land. If you apply the sludge to corn at the rate of 125 lbs. of nitrogen per acre you will need 127
acres of land. Please be aware that these are only estmates of the PAN and the land needed. Actual
requirements could vary by 25% depending on the sludge waste analysis, soil types, realistic yields, and
application methods.

L&M Daughtry
APPLICATION OF WASTE BY IRRIGATION
Page 4
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 irrrigate the acres shown in tables.
Failure to apply the recommended rates and amounts of nitrogen shown in the tables may make this plan
invalid.
The following table is provided as a guide for establishing application rates and amounts.
Tract No.
Field No.
Soil Type
Crop
Code
Applic.
Rate(in/hrj
Applic.
Amount
10548
2
WaB
CB -Graze
0.6
1.0
10548
3
WaB
CB -Graze
0.6
1.0
10548
4
WaB
CB -Graze
0.6
1.0
10548
5
WaB
CB -Graze
0.6
1.0
10548
6
WaB
CB -Graze
0.6
1.0
10548
7
WaB
CB -Graze
0.6
1.0
10548
11
WaB
CB -Graze
0.6
1.0
iO548
2-11
WaB
SG -Graze
0.6
1.0
4282
13
WaB
Crabgrass/G
0.6
1.0
4282
13
WaB
SG
0.6
1.0
10548
14
WaB
CB -Graze
0.6
•1.0
4282
15
WaB
Crabgrass/G
0.6
1.0
4282
15
WaB
SG
0.6
1.0
10548
16
WaB
CB -Graze
0.6
1.0
10548
14&16
WaB
SG -Graze
0.6
1.0
4282
17
WaB
Crabgrass/G
0.6
1.0
4282
17
WaB
SG
0.6
1.0
4282
18
WaB
crabgrass/G
0.6
1.0
4282
18
WaB
SG
0.6
1.0
10239
19
WaB
CB -Hay
0.6
1.0
10239
22
WaB
CB -Hay
0.6
1.0
10239
19&22
WaB
SG -Hay
0.6
1.0
10549
23
WaB
CB -Graze
0.6
1.0
10549
24A
WaB
CB -Graze
0.6
1.0
10549
24B
WaB
CB -Graze
0.6
1.0
10549
23-24B
WaB
SG -Graze
0.6
1.0
10549
25
WaB
CB -Hay
0.6
1.0
10549
26
WaB
CB -Hay
0.6
1.0
10549
25-26
WaB
SG -Hay
0.6
1.0
10549
27 A-F
WaB
CB -Hay
0.6
1.0
10549
27 A-F
WaB
SG -Hay
0.6
1.0
4287
29
WaB
Crabgrass/G
0.6
1.0
4287
29
WaB
SG
0.6
1.0
4287
30
WaB
crabgrass/G
0.6
1.0
4287
30
WaB
SG
0.6
1.0
4287
31
WaB
Crabgrass/G
0.6
1.0
4287
31
WaB I
SG
0.6
1.0

L&M Daughtry
Page 5
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 limitations. The maximum application amount shown can be applied under optimum soil conditions.
Your facility is designed for 180 days of temporary storage and the temporary storage must be removed on the
average of once every 6 months. In no instances 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 the waste applicator to ensure that the spreader equipment is operated
properly to apply the correct rates shown in the tables. Failure to apply the recommended rates and amounts of
nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you have receive the waste analysis report for assistance in determining the
amount of waste per acre and the proper application rate prior to appling the waste.
NARRATIVE OF OPERATION
Pulls 20 and 28ABC were removed due to High or Very High rating using the Phosphorus Loss Assessment Tool.
Pull 21 was removed due to construction of a composting facility

L&M Daughtry Page 6
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 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 that runoff
does not occur offsite or to the 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.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a
high potentual 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 residenrial 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).

L&M Daughtry Page 7
REQUIRED SPECIFICATIONS
(continued)
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 he 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
discharge or by over -spraying. Animal waste may be applied to prior converted wetlands
provided they have been approved as a land application site by a "technical specialist".
Animal waste 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 vegtation 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 evidences 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 illigal 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 vegetation and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption it should only be applied pre -plant with no further applications of animal waste
during the crop season.
21. Highly visible markers shall be installed to mark the top and the bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to
mark the maximum storage volume for waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soil shall be monitored and alternative crop sites
shall be used when these metal approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste analysis records shall be kept
for five (5) years. Poultry dry waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina regulations.

Page 8
WASTE UTILIZATION PLAN AGREEMENT
Name of Farm: L&M Daughtry
Owner/Manager Agreement Mark Daughtry
I (we) understand and will follow and implement the specifications and the operation and maintenance proce-
dures 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
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to the 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:
Signature:
Mark Daughtry
9
Name of Manager (If different from owner)
Signature:
Name of Person Preparing Plan: G. Glenn Clifton
Affiliation: Prestage Farms, Inc. Phone: [phone]
Address: P.O. Box 438
Clinton, NC 28329
Signature: 4.
Date:
Date: i ! Z6 111..

. .
MARK IDWOMTRY
/ ��
INTl0QDUCrIONo � `
-------------
Mark DauShtry; plans to construct a 1240 Topping operation on a
farm in the vincinity of HA-3 community. He plans to
pump effruent on coastal bermuda grass. .�
SITE CONDITIONS:
----------------
The site is located on wa8ram so110 that are moderately sloping.
The site has no restrictions. The -nearest dwelling is 1500' away.
THE NEAREST STREAM IS 1000' SOUTH OF LAGOON.
�
TYPE ANDSIZE TOPPING '
OF OPERATION
CLASS II
DESIGNED HERMAN RIGGS
DATE 9/21/89
APPROVED BY
DATE 7/8�
PERMANENT STORAGE
1240 135 |bs per hug 1 Cu Ft per 1b.
TEMPORARY STORAGE
167400 ibs of animal x 1.35 cu. ft, of waste per day
per 1000 |bs of animal wt. x 180 days
RAINFALL LESS EVAPORATION -
IT " X- 38250 sq. ft. surface area per 12"per ft
RAINFALL - 25 YR. 1 DAY STORM
7" X 38250 sq. ft. of surface area per 12" per ft.
TOTAL STORAGE NEEDED
TOTAL STORAGE AVAILABLE
CAPACITY IN GALLONS
MANURE. AND URINE PR[D)UCTION
1248 hoSs x 2.1 tuns per year
ir
167400 Cu Ft
40678 Cu Ft
22313 Cu Ft
22313
Cu
Ft
230191
Cu
Ft
8533
Cu
Yds
233040 Cu Ft
8631 Cu Yds
1743139
2604 T./yr.

'
. .
NAME;. r� MARK DAUGHTRY
. .^� � .
', DEPTH [AREA OF TOP + AREA OF BOTTOM + 4 X AREA OF MIDSECTION]
VOLUME- --------- ---------------------------~---^------------
6.0 27
DEPTH [ L X W + L X W +4 X L X W ]
VOLUME= ------�-- --------------------- -'
_ �----------------
6 2�
10 [ 138 X 243 % 78 X 183 + 4 X 108 X 2133
VOLUME= --------m ------------ ----------------------_-------_--
6.0 27
10.0 [ 1398243
VOLUME = --------- --------
6.8 27
233040.0 CU. VT� AVAILABLE
VOLUME = --------- �
38250.0
sq.ft.
230390.7
cu. ft.
needed
SIDE SLOPES
3:1
INSIDE
TOP OF LABOON
D3MENTIONS
WIDTH
LENGTH
1b0
255
TOP OF
DIkE ELEV.
44
BOTTOM
ELEV.
32
FRONT
OF PADELEV .
-
44

D
i
_ OPERATION AND MAINTENANCE FLAN
____________________
r _D -
m
This Lagoon is des i.3ned for- waste treatment with minimum odor tontrol. The time required for the piarene.d fluid level t6 be
reached may vary due toso i I con: i ti ons, f I.uwhi n3 operations,. and'•.
theamount at fresh water- added to the system.
Land application of waste water- is recognized as an acceptable
m.etho.d of, d i sposal . Methods -of app l i cati pan include honey wagons
(,-,..p.r-.a;yer or. Vn ject i:r..in) ant irrigation (center pivot, guns, or.
trave I;,er s) . Care needs to be taken when wplp_ly.i na waste to
preventdama3e to crops, or runoff from the field.
The fo I I o.w i n9 1 i tems are to be carried out:
1. Begin Prurap-Liut of the lagoon when fluid level reaches invert
Of outlet pipes. `
2. Stop Pump -out before fluid depth' i s less thian 5 feet deep
(This prevents We loss of favorable bacteria) .
3. The row mmebded ma:: i mum amount to alsp ty per irrigation is one
inch, and maAm,um recommended ap.p-I i:cation rate is 0.4 inch per
hour.
4. It is str. ang Fy recommended that the treatment I aYoo.n be
prechar3.eLl toA/Z .its capacity to prevent erccess i ve odors dur i Rs
startup. Frechur-3.i n.1 reduces -the canvantrati on of the i n i t i-al
waste .eaterinS the lagoon thereby raduci.ng odors. Solid, should
be covered with effluent at all times.
Z. Keep vegetation an the embankment and areas adjacent to the
lagoon mowed
6. Repair any erodet areas and estab I i sh in vegetation.
7. The C:-Iean. Water Act r-if 1917 prohibits the discharge of
po 1 lutants .into w1ter; of the United Stoves. The Department of
Natural Resources anti Colmun i ty Dove] opment ?DNRC•'D) , Was•tewster
Mangymaht Sect i on Y has th e r,e spoors i b i I i ty for enforcing this law,
8� All surface runoff is to be diverted from the lagoon on to
adequate outlets.
NOTE An ana;lysil oy the waste water caa be obtained at
CLirnme'.h'Clal la.'bora.torsyss or at a fee Of 48-0.0 tier sample ate
N.C_ Departmont of Agriculture Plant Analysis .Lab
A;3ron.,mic Divis oi—i
Blue R:i 4ge Road: Center
Raleigh, N.C. 27&11
AR
APIR 092019
glhahmo
(?p9[ebOr18$9C

-7oo91e Earth
v
l000ft

)perator:Ma.rk Daughtry County: Sampson Date: 09/17/91
distance to nearest residence -(other than owner): 1000.0 feet
1. STEADY STATE LIVE WEIGHT
0 so:ws
(f arro-w to
f i.n i sh)
x 14.17
1 bs.
= 0
1 bs
6244 sows
(farrow to
feeder)
x 522
lbs.
= 325728
I.bs
0 head
(finishin.g.
only)
x 135
lbs.
= 0
lbs
sows
(farrow to
wean)
x 433:
:lbs.
= 0
lbs
head
(w-e.an to feeder)
x 30
lbs.
= 0
I bs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 325728 lbs
?. MINI'.MUM REQUI-RED TREATMENT VOLUME OF LAGOON
Volume = 325728 lbs. SSLW x Treatment Volume(.CF)/I.b. SSLW
Treatment Vol'u-m:e(GF?/lb. SSLW'= 1 CF/lb.. SSLW
Volume = 3257:28 c<ub i c feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Vo l ume = 0.0 cubic feet ;; "Owner requ.e.st.s no s I udg.e storage.
Sludge will be removed as needed."
b TOTAL DESI-GN VOLUME
Ins i d=e top l eng-th 26.5.0 feet Ins.i.de, top width 240.0 feet
Top of d:i.k-e at e I evati on 50.0 feet
Free:b:oard 1.3 feet Side slopes 3.10 : 1 (Inside lagoon)
T.o.t•al de:s i gn i ag.00n `F i q.0 i d i eve l at .e I:evat.i-on 48.7 feet
Bot.t.om of lagoon elevation 38:.0 feet
Seasonal high water table elevation 40.0 feet
Total design volume using prism,o'id.al formula
SS/END1 SS-/END2 SS/SDI DE 1 S S/SI D.E2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 257.2 232..2. 10.7
AREA OF TOP
L.E.N.GT°H * WIDTH =
257.2 232.2
AREA OF BOTTOM
LENGTH * WIDTH
193;0 1.88.0
59721..8 (AREA OF TOP)
32424.0 (AREA :OF BOTTOM)
AREA . OF M-x DS:ECT:I ON
L.EN.GTH * WTDTH 4
225.1 200- 1 1.8017:0. 0 (AREAS OF MIDSECTION * 4)
CU-. FT. = CAREA TOP + ..(4*.A'REA KLDSECTICN) + AREA BOTTOM] DEPTH/6
59721.8 1804 70.0 324.24.0 1.8
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = -7 485630 CU. FT.

D. TEMPORARY STORAGE REQUIRED
D-WAINAGE AREA-.
Lagoon (top of d..i:ke)
Le.smgt�h * WidAch
265.0 240.0 63600.0 square feet
Bu'i I d il.n.gs Croof and I o-t water)
Length Width
0.0 0.0 .0.,0 s-quare feet
TOTAL DA 63600.0 square feet
Design temp:orary storage period to be 180 days.
5A. Vol.ume of waste produced
:
A:p.prox-imate d:ai I y pro,duc,-bi on of maCFnure in /LB SSLW 0.00136
Volume = 32`5728 Lbs.. SSLW * CF of Waste/Lb./Day 180 days
Volu-me = 79545 cu.bic feet
58. Volum-e of wash water
Th.-is is th.e amount of fres.h wat-er used' for wasI wash g floors or volume
of f res:h water used: for a f]-ush system, F I usk. sys,tems that rec i rou I ate
the lagoon water are accoun.te-d fo.r i-n SA.
Volume = 0._0 g;af:lons/day 180 days storage/7.48 gaHon.s
Vo ki-me = 0.0 cubic feet per CF
'C - Vo I ume of ra i nfa I i n excess of eva-porat i on
Us4e period of time when rainfa:ll' exce-e-6s evaporation by largest amount.
1-80 days exce.s:s rainfall = 7.0 inches
Vo I sume = 7.0 In * DA / 1.2-in-cKes P-eir foot
Volume = 37100.0 cubic feet

5D. Volume of 25 ye.ar — 24 hour st-orm
Volume = 7.0 inches / 12 inches per. foot DA
V,olu%me = 37100.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 79545 cubic feet
5B. 0 cubic feet
5c. 371-00 0LI'b i c, f e e,t
5D. 371-0,0 cubic feet
TOTAL 153745 cubic feet
3.. SUMMARY
Total re-quired volume 479473 o-u.bic feet
Total design volume avall.. 48-5630 cub.ic fe',e'c
.M. i,n. req. treat-men-t volume 'Plus. sl-ud.9e accumulation 325728 cubic fe
At elev. 46:.0 feet ; Volu,me is 3348ATS cubic feet (end purnpi:ng)
Total demsign volume le.ss . -2-5yr-24h--r storm is 448530 cubic feet
At e I e-v. 48.0 feet - Volume is 444540 cub.ic feet (start pumping)
Seasonal high wate.r table -elevati;on 40.0 feet
DESLGNED BY: APPROVED, BY:
DATE: DATEt
NOTE: SEE ATTACHEDWASTE UTILIZATION PLAN

OPERATIONAND MAINTENANCE PLAN
----------------------- —
-----
This la.g-oon- is designed for waste treatment with m-inim-um odor
c-o-ntrol. • The t-ime re-quired for thie P"lanne& f l u i d level to be
reached may vary duo to s.o-il conditions flushing operations, and
the amount of fresh water added to the system.
Land ap:01.ication. of waste water is rec-og.,nized: as an acceptable.
method of disposal. M'et-Ko,ds o,f a:pp I i cation. i no Vude 'so I id set,
center pivot, guns, a.nd:. t. ray.e I i ng, g:u:n i r:r i-gat i on. Care should be
taken when applying waste to p revent runoff from the field . or damage
to crops.
The f o I I ow i ng i tems are to be ica rr i ed outs
I . It is strongly r,eoommend--e,d th.at the treatment la-g-oo'n be pre—
oha.r.gud to 1/2 its ca ' paoi-ty to prevent ex.ces•sive odors during
start -.up. Pre —charging. reduces -the conc-antraition of the in-itia]
waste ente-rinq the lagoon the-reby-,reducing. -odors. Solids should be
covered with effluent at a.11 times.
2. The attached waste utilization pla-n shall be followed. This
p I an r-ec:o.mme-.n-d-.s camp I i n,,g and test i-ng of waste (s-ee Attachment- B)
before I -and application.
3. B.egln pum.p—out of 1b.he Jag, o-o-n..Whe-n fl.uid le-v-el re:ac..hes eleva—
t i, on 48.0 as marked by p:e,rin-anent ma;rkers. Stop' pump —out when
the fl-uid level reaches e.levati,on: 46.0 or b%efore fluid depth is
less than 6 feet deep (th-is; prevents the loss of favorable
bacte.ria) .
4. Th,e recommended max i mum amiorun-t to apply p:e.r i rri-g at ion is
one (1) inch -an.d the re.-commen-ded mlaxi,%Mum app'l i cat ion rate is 0.4
i n.ah p e r ho-u r.
5. Keep ve:g.etation on the embankmen�t and areas ialr1jacent to the
la,goon mowed annually. Vegetation should be fertilized as'need-ed
to maintain a vi-9 oro-us; stand.
6. Retpair any eroded areas or areas, damaged by rodents and
establish in vegetation.
7. All su.-rface -runoff i-s to be di-verted from the lagoon to stable
outlets..
8. Th'e ''C I e-an Water Act of 1977 proh i.b its: the. dJ schar-ge of
.Po I I utaftts into waters of -the UTn 1 ted States. T.h.e Department of
Envi ran.men:t-, :.H:o.a I th, and' ka-tura I R:esou.-rc:e:-s, Div 1 s 1 on of E-nv.i ro.n—
men-ta I Maii-agefme-nt, has the res•pons i-b i 1 i ty . for enforcing this law.

July 9, 2012
Keith Larick
NCDENR-DWQ
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh NC 27699-1636
Subject: Request for new COC for L & M Daughtry, Inc.
COC No. AWS820501
Sampson County
Dear Mr. Larick
This is a request for a new COC to cover a change in animal numbers, and type of operation. Mr.
Daughtry would like to demolish one barn and construct a new barn. He plans to convert the
farm from a 752 farrow to wean to a feeder to finish farm. Information concerning this
operation is as follows:
Original design Steady State Live Weight
624 sow farrow to feeder x 522 lbs. = 325,728 lbs.
In 2002 the COC was changed from a 624 sow farrow to feeder to a 752 sow farrow to wean
operation.
Convert to a feeder to finish operation:
325,728 lbs, (SSLW)/135 lbs. = 2,412 feeder to finish
The present COC is permitted for 6385 feeder to finish. The addition of 2412 animals would be a
total of 6385 + 2412 = 8797 animal capacity.
Enclosed are documents to support this change in animal numbers and type of operation. If you
have any questions concerning this request please call me at 910-596-5749 or email
[e-mail]
Sincerely,
at
G. Glenn Clifton
Technical Specialist
Prestage Farms, Inc.

RECALCULATED VOLUMES BASED ON 1.0 FEET OF FREEBOARD
Operator: Mark Daughtry County: Sampson
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0
sows (farrow to finish)
0
sows (farrow to feeder)
2412
head (finishing only)
0
sows (farrow to wean)
0
head (wean to feeder)
Describe other:
Date: 7/9/12
1000.0 feet
x 1417 lbs. _
x 522lbs. _
x 135lbs. _
x 433lbs. _
x 30lbs. _
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 325620 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/Ib. ALW
Volume = 325620 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) ----------------------
Top of dike elevation (feet) -----------------
Bottom of lagoon elevation (feet) -----------
Freeboard (feet) -----------------------------
Side slopes (inside lagoon) ------------------
Total design volume using prismoidal formula
0 lbs
0 lbs
325620 lbs
0 lbs
0 lbs
0
325620 lbs
SLUDGE ACCUMULATION NOT COMPUTED
AT OWNERS REQUEST. REMOVE SLUDGE
AS NEEDED.
265.0
240.0
50.0
38.0
1.0
3.0 :1
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 259.0 234.0 11.0
AREA OF TOP
LENGTH * WIDTH =
259.0 234.0
AREA OF BOTTOM
LENGTH * WIDTH =
193.0 168.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
226.0 201.0
60606 (AREA OF TOP)
32424 (AREA OF BOTTOM)
181704 (AREA OF MIDSECTION * 4)

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
265.0 240.0 63600.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 63600.0 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 = 325620 lbs. ALWA35 lbs. ALW * 1.37 gal/day 180 days
Volume = 594799 gals. or 79518.6 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 = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 37100.0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA

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

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

tr AGRICUM" MAW-
IWAMW:
Mark Daughtry ACP 0 DAT-.E 9/lL7/9fl
DI ICE SamPso
265 �L EMS-14
nooc. 2TO I
5G*O - Avg. TOP' 9LElf.
M Ap 'ey
sp .1
:sty so.
+ -("m of tattia): + (4 Z
L V'S.. Of fitil' ty .S ne Waot e
cApadity
GAILDn-S
Cu, Ft.
.•Bdttom
38oO
atw or rAlibil, procip, (Pt).+
M&xiwJs liquid le"I
Slay.
48. Q
Simfors
. - rat.
.7
crut I aw,
Rom®
g
1.3
Top of ka
.5Q"

Confinement Building
Pit
a
TYPICAL V EW.. OF. A .ONE.-S.TAG.E . LAGOON SYSTEM
Top Width �,..121
,,
Settled Top Elevation
Fluid Elevation ..SQ
SS -3i • 1.
l r. S$
ii/IRIATOENT
et
oe LAGOON
U
11 Pipe (Needs to be adequately Depth = Q°
supported)
------�
Bottom Elevation
0

ss
oogle Earth
A;
r
1
400 ft
I

Operator:Mark Daughtry County: Sampson
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
2940 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other :
Date: 08/22/94
1000.0 feet
x 1417
lbs.
= 0
lbs
x 522
lbs.
= 0
lbs
x 135
lbs.
= 396900
lbs
x 433
lbs.
= 0
lbs
x 30
lbs.
= 0
lbs
0
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
3.
4.
396900 lbs
Volume = 396900 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 396900 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION Sludge Accumulation Not Computed At
Owners Request Remove Sludge
Volume = 0.0 cubic feet As Needed
TOTAL DESIGNED VOLUME -
Inside top length (feet) --------------=------ 300.0
Inside top width (feet)---------------------- 245.0
Top of dike elevation (feet)----------------- 52.0
Bottom of lagoon elevation (feet) - ------ 40.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon) ------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/ENDI SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 294.0 239.0 11.0
AREA OF TOP
LENGTH * WIDTH =
294.0 239.0
AREA OF BOTTOM
LENGTH * WIDTH =
228.0 173.0
70266 (AREA OF TOP)
39444 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
261.0 206.0 215064 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
70266.0 215064.0 39444.0
DEPTH/6
1.8

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
300.0 245.0 73500.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL'DA 73867.5 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 = 396900 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 725004 gals. or 96925.7 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 = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 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 = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 43089.4 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 43089.4 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
96926
cubic
feet
5B.
0
cubic
feet
5C.
43089
cubic
feet
5D.
43089
cubic
feet
TOTAL 183104 cubic feet
6. SUMMARY
Temporary storage period=___________________> 180 days
Rainfall in excess of evaporation=====___=__> 7.0 inches
25 year - 24 hour rainfall__________________> 7.0 inches
1.0 feet
Side slopes====_____________________________> 3.0 . 1
Inside top length======------==---=---------> 300.0 feet
Inside top width==__________________________> 245.0 feet
Top of dike elevation====___________________> 52.0 feet
Bottom of lagoon elevation__________________> 40.0 feet
required volume= ----------------
-----------------
Total ____-_> 580004 cu. ft.
Actual design volume___ ____________ _____> 595479 cu. ft.
Seasonal high watertable elevation (SHWT)===> 46.2 feet
Stop pumping elev.__________________________> 48.1 feet
Must be > or = to the SHWT elev.====____=_> 46.2 feet
Must be > or = to min. req. treatment el.=> 46.0 feet
Required minimum treatment volume=====______> 396900 cu. ft.
Volume at stop pumping elevation=====_______> 404803 cu. ft.
Start pumping elev._________________________> 50.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 552330 cu. ft.
Volume at start pumping elevation=====______> 547012 cu. ft.
Required volume to be pumped________________> 140015 cu. ft.
Actual volume planned to be pumped=====_____> 142210 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY: Lanier & Houston CHECKED BY:ryVV
DATE: VA2./qq. DATE: 0�1 nct
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
*
COMMENTS:

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:
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 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 50.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 48.1 . This temporary -
storage, less 25 yr- 24 hr storm, contains-140015 cubic feet or
1047313 gallons.

PLAN OF EXCAVATED WASTE STORAGE PIT
NAME:
E36 UAur-9TW
_.-Date.
County:
Address:
011 SLOPE To I
Avg. TOP ILEV. A
T
/A 40,
01(
!V
Avg. "?TOP ft.". I
(Scar back for votume cAumt-3 - t1dju)
of facility.;
Mitt'
Ft3

Confinment Building
Pit
TYPICAL VIEW OF A ONE -STAGE LAGOON -SYSTEM
Top Width
Settled Top Elevation 5Z.6
Pipe Invert Elevation
-cl SS
$Iss SS .3
TREATMENT
LAGOON
Depth = I en
Pipe (Needs to be adequately
supported,)
Bottom 191,eva:tion 40-.Q
t
NOTE: RIP RAP,. -F . L ElTBU PIPE OR 'OTH;E:R SUITABLE MATERIAL W-ILL BE
FLACE-D�AT- TIP't OUTLETS TO PREVENT EIZOSIO-N OF CLAY LINER

�lk
32-0'
S2: 0
4? 4 41 Diver+ wa+e"
AS AO V•A )41^f"Pe,
sfy
F p p;Pe cc ap
6W 6
C76 TL
aa?' 61 Fie,
q9,4
4
_C�+'l D cto
Ptke,2 E—F& 3
14�V 4 7 .17 4412, sl .4
�kL4J-
M-1
F-k-
%\ 092019

UP ktsral bHOU U' C-laSeffatl0a Ser fiXg
FINAL CONSTRUCTION CHECK AND CERTIFICATION
FOR ANIMAL WASTE TREATMENT LAGOON ` 3 5 9 )
NAME L M 17 AUGTa
LOCATION 3•G MILES WEST DF •~KEENER -©I:► SR I.StL DA!360 rR Tnwhl
SIZE OF OPERATION 2za.5 FARROW TO FEELER
FARROW TO FINISH
FARROW TO WEAN
CONTRACTING CON_cANY PAES7AGE FARiAS TNc. FEEDER TO FINISH
WEAN TO FEEDER
OMER
DESIGN DATA AND CONSTRUCTION CHECK DATA
TSM ELEVATION So. o _ FEET
AS DESIGNED., _ _- AS BUILT
INSIDE TOP DIMENSION 30c /x .zr o' 309 x 2 t -7'
DIKE TOP WIDTH _ M
TOP OF DIKE
BOTTOM OF LAGOON
INSIDE SIDESLOPE
OUTSIDE SIDESLOPE
_.. )2,1
S2, o
Ae. 4t.o
3:i 3�1
3:1 311
LASCON
PIPE IN`JERT 50.3 Dey►c sET� 50•3
CLAY LINER / CORE TRENCH
HAS A LAGOON BEEN SEEDED TO PERMANENT: VEGETATION YES ✓ NO
DOES LAGOON MEET NRCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES ✓ NO
COMMENTS LA600d DAeA LIMeb , FERTIL/ZC!> 'nb .seEaE-o To FEscm.-
C R'fC GRAIN PLAAS ARF AFTrA 2tsw- oi= - aos1 SEEP Ye Co►+�++�o,J
Be&MuDA GRASS `liNC'2, ltj/4&. VESS CNecCICE 0.K_ SUAFAGIS VJATg:R •DtVEQTco
SIGNATURE TITLE DATE zI13)97

WASTE TREATMENT LAGOON CONSTRUCTION
CHECK FIELD
NOTES
By: CL i Frog/
Sta.
L.S. H.I. F.S./RRI
Elev.1I
I
I rgnn
—j -
5.37 65.37
so.ol.
Ell
It
a
I ► f!
T�PaM
I
I
I I ?Ili
3.�
$x.o
1¢¢ i
.1.al
I
I f!
AYE.OE z1{ -1309,...x z,�
I
DI LIO 1
Pi I
1 J
I
LAGOON
SKETCH C. p cnal Piss
I I JJT
_ _a
itFTI.-II I I
of
3+5 9 a
4�
eo+a
3f+3
r -
Y
uiJ s
:_:3Uu.to—*lke"
14.6
m 144
tv o PAD
w
140
w..
OQ}Z+
0-17

Operator: L & M Daughtry County:
Distance to nearest residence (other than owner):
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish)
0 sows (farrow to feeder)
2205 head (finishing only)
0 sows (farrow to wean)
0 head (wean to feeder)
Describe other:
Sampson Date: 04/01/19
0.0 feet
x 1417lbs. _
x 522lbs. _
x 135lbs. _
x 433lbs. _
x 30lbs. _
Total Average Live Weight=
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 297675 Ibs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW = 1 CF/Ib. ALW
Volume = 297675 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
0 Ibs
0 Ibs
297675 Ibs
0 Ibs
0 Ibs
0
297675 Ibs
SLUDGE ACCUMULATION NOT COMPUTED
Volume = 0.0 cubic feet AT OWNERS REQUEST. REMOVE SLUDGE
AS NEEDED.
4. TOTAL DESIGNED VOLUME
Inside top length (feet)------------------- 300.0
Inside top width (feet)---------------------- 210.0
Top of dike elevation (feet)-------------- 52.0
Bottom of lagoon elevation (feet)----------- 41.0
Freeboard (feet)------------------------ 1.0
Side slopes (inside lagoon)--------------- 3.0 :1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 294.0 204.0 10.0
AREA OF TOP
LENGTH * WIDTH =
294.0 204.0 59976 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
234.0 144.0 33696 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
264.0 174.0 183744 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
59976.0 183744.0 33696.0 1.7
Total Designed Volume Available = 462360 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
300.0 .210.0 63000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 63000.0 square feet

Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in galJday per 135 lb. ALW 1.37
Volume = 297675 lbs. ALW/135 lbs. ALW * 1.37 gaVday 180 days
Volume = W753 gals. or 72694.3 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of freshwater 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 CIF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA 112 inches per foot
Volume = 36750.0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 36750.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 72694 cubic feet
5B. 0 cubic feet
5C. 36750 cubic feet
5D. 36750 cubic feet
TOTAL 146194 cubic feet
6. SUMMARY
Temporary storage period= =
180 days
Rainfall in excess of evaporation==_
->
7.0 inches
25 year - 24 hour rainfall-- --_>
7.0 inches
Freeboard-== ---_-
--_>
1.0 feet
Side slopes---------
--_>
3.0 : 1
Inside top length- -_
->
300.0 feet
Inside top width=•-
210.0 feet
Top of dike elevation----=--
--_>
52.0 feet
Bottom of lagoon elevation ------->
41.0 feet
Total required volume==->
443869 cu. ft.
Actual design volume-
--__>
462360 cu. ft.
Seasonal high watertable elevation (SHWT)->
0.0 feet
Stop pumping elev.= ----
=>
48.3 feet
Must be > or = to the SHWT elev.�>
0.0 feet
Must be > or = to min. req. treatment el,>
47.0 feet
Required minimum treatment volume--->
297675 cu. ft.
Volume at stop pumping elevation=------>
311080 cu. ft.
Start pumping elev.=-=__---_>
50.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr: 24 hr. rainfall=>
425610 cu. ft.
Volume at start pumping elevation==�->
421105 cu. ft.
Required volume to be pumped -----_____>
109444 cu. ft.
Actual volume planned to be pumped====>
110025 cu. ft.
7. RECALCULATED BY: 6 . IoLe IJ .l Ct- t 1r Tp ^I
DATE: + I t 9"

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 yr - 24 hr storm for the location and a
heavy rain factor. The volume of waste generated from a given number
of animals will be fairly constant throughout the year and from year to
year, but excess rainfall will vary from year to year. The heavy rain
factor and 25 yr rainfall will not be a factor to consider in an annual
pumping cycle, but this storage volume must always be available.
The waste produced by the animals shall be utilized in accordance with
an approved waste utilization plan. Highly visible markers shall be
installed to mark the upper and lower elevations of the temporary
storage (pumping volume). Pumping shall be done as necessary to
maintain the liquid level between these markers.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. Before wastes are introduced, the waste treatment lagoon shall be
charged to 1/2 its treatment volume to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 50.30 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 48.30 . This temporary
storage less 25 yr and heavy rain contains 110,025 cubic feet or
822,986 gallons.

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

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SAMPSON COUNTY
EMERGENCY ACTION PLAN
DIVISION OF WATER RESOURCES (DWR) 910-433-3300
EMERGENCY MANAGEMENT SERVICES (EMS) 910-592-8996
SOIL & WATER CONSERVATION DISTRICT (SWCD) 910-592-7963
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-592-7963
COOPERATIVE EXTENSION SERVICE (CES) 910-592-7161
This plan will be implemented in the event that waste from your operation are leaking,
overflowing, or running off the site. You should NOT wait until wastes reach surface
waters or leave your property to consider that you have a problem. You should make
every effort to ensure that this does not happen. This plan should be posted in an
accessible location for all employees at the facility. The following are some action items
you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested response to problems are listed below:
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam, any permanent alteration of the
dam should be approved by a qualified technical specialist.
b. Pump wastes to field at an acceptable rate.
c. Stop all additional flow to the lagoon, hold wastes in the house if possible.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from wastes application field -action include:
a. Immediately stop wastes application.
b. Create a temporary diversion or berm to contain the waste.
c. Incorporate waste to reduce further runoff.
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinkler -action includes:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Close values to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush system, houses, solids separators -action includes:
a. Stop recycle (flushing system) pump.
b. Stop irrigation pump.
c. Make sure no siphon effect has been created.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps-
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks -possible action:

a. Dig a small sump or ditch to catch all seepage, put in a submersible pump, and
pump back into 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 sidewalls and the lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)
regional office, at 910-433-3300, after hours, emergency number: 1-800-858-
0368. Your phone call should include: YOUR NAME, FACILITY
NUMBER, TELEPHONE NUMBER, THE DETAILS OF TE INCIDENT
FROM ITEM #2 ABOVE, THE EXACT LOCATION OF THE FACILITY,
AND THE LOCATION OR DIRECTION OF MOVEMENT OF THE
SPILL, WEATHER AND WIND CONDITIONS, THE CORRECTIVE
MEASURES THAT HAVE BEEN UNDER TAKEN, AND THE
SERIOUSNESS OF THE SITUATION.
b. If the spill leaves the property or enters surface waters, call local (EMS)
Emergency Management Services at 910-592-8996.
c. Instruct EMS to contact local Health Department.
d. Contact local Soil and Water Conservation District, Natural Resources
Conservation Service office at 910-592-7963 and Cooperative Extension
Service at 910-592-7161 for advice/technical assistance.
4. If none of the above works call 911 or the sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of the problem to minimize off -
site damage.
a. Contractors Name: A4 A t r_ P-Ay ho z
b. Contractors Address:
CLrN10*1 KC.
c. Contractors Phone: 9/0- 590 - y-5 t 3
Page 2

6. Contact the technical specialist who certified the lagoon.
a. Name: (oLEnJd Gc.IGTo J
b. Phone: 910- 596 - S74 7
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste management plan to
keep problems with release of wastes from happening again.
8. If you are a contract swine grower associated with a swine company integrator,
contact the company representative at 910-592-5771.
Page 3

Source
Cause
BMPs to Minimize Odor Site Specific Practices
End of drainpipes at
• Agitation during wastewater.
0 Extend discharge point of pipes underneath
lagoon.
conveyance _
lagoon liggM level
Lagoon surfaces
® Volatile gas'emissions;
7 Proper lagoon liquid capacity;
o Biological itilking;
Q'' Correct lagoon startup procedures;
• Agitation
Minimum surface area -to -volume ratio;
G;r Minimum agitation when.pumping;
0 Mechanical aeration;
0 Proven biological additives
Irrigation sprinkler
B p
a d'
High pressure�agitatton;
Ca' Irrigate on dry days with little or no wind;
Y
nozzles
• Wind'drift
Minimum recommended operating pressure;,
Pump intake near lagoon liquid surface;
0 Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition; OBottom or midlevel loading;
surface . Mixing while filling; O "Tank covers;
a Agitation when emptying 0 Basin surface mats of solids;
0 'Proven biological additives or oxidants
Settling basin surface • Partial microbial decomposition; O Extend drainpipe outlets underneath liquid
® Mixing while filling; level;
• Agitation when emptying D 'Remove settled solids regularly
Manure, slurry or sludge • Agitation when spreading; Soil. injection of slurry/sludges;
spreader outlets • Volatile gas emissions % 0 Wash residual manure from spreader after use;
0 Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions W iile O 'Soil.in'ection of slurry/sludges
slurry or sludge on field drying
surfaces
0 Soil incorporation within 48 hrs.;
O 'Spread in thin uniform layers for rapid drying;
0 'Proven biological additives or oxidants
Dead animals • Carcass decomposition 'Proper disposition of eareusses
Dead animal disposal • Carcass decomposition 0 Complete covering of carcasses in burial pits;
pits 0 Proper location/construction of disposal pits
Incinerators • Incomplete combustion O Secondary stack burners
AMOC -November 11, 1996, Page 4

Source
Cause BMPs to Control Insects.. Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes O Eliminate low areas that trap moisture along
and feed wastage fences and other locations where waste
accumulates and disturbance by animals is
minimal.
O Maintain fence rows and filter strips around
an holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
Dry Manure Handling • Accumulations of animal wastes O Remove spillage on a routine basis (e.g., 7 - 10
Systems day interval during summer;15-30 day interval
during winter) where manure�is loaded for land
application or disposal.
0 Provide for'adequate drainage around manure.
stockpiles.
0 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology; Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.
AMIC -November 11, 1996, Page 2

Source
tan.tinn • ,.oa-.. -.�
Lause
o - - - �••••w - o,ttt,ruper aramage;
facilities Microbial decomposition of
organic matter
Alanure tracked onto a Poorly
public roads from farm
access
Additional Information
access roads
UMl's Io Miuimixe Odor
Grade and landscape such that water drains Site Specific Practices
away firom facilities
Farm access road maintenance
- =-umnim uaor sources and Remedies ; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recilarge - Lagoon Treatment ; EBAE 128
Swine Production facility M-88anure Management: Underfloor Flush -Lagoon Treatment ; E 128 129-88
Lagoon Design and Manageneenr for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact slice[
Controlling Odors from Swine Buildings; Pill-33
l:nvirunn)e:ntal Assurance Program ; NPPC Manual
Options tur Nianaging Odor; a report from the Swine Odor Task Force
Nuisance Concerts in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
AA1()(. - Nuvcutlter 11, 199G, Page 5
Available From :
NCSt.I, County I-xiensinn Center
NCSIJ - BAE
NCS1.1- BAIi
NCSIJ - BAIs
NCSIJ - HAE
NCSIJ - IiAI.
NCSIJ - Swine Extension
NC Pork Producers Assoc
NCSIJ Agri Contnutnicalions
Florida Cooperative Extension

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.
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. 1.06-168.7._
®
a
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 ina 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 opinion of the State Veterinarian, would maka: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).
aMass Mortality Plan
Mass mortalwity plans are required for farms covered by art 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 nortality-disposal plan is part of thefaellitys GAWMP 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.
Signature of Farm Owner/Manager Date
' `_e�-
Signature of Tech I Specialist Date

ROY COOPER
Gmernor
MICHAEL S. REGAN
5trrerary
LINDA CULPEPPER
ftertor
NORTH CAROLINA
Envirunmentat Quaftry
February 27, 2019
Mark W Daughtry
L & M Daughtry Inc.
385 Meagans Farm Ln
Clinton, NC 28328-7811
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 https://dei3.nc.gov/about/divisions/water-resources/water-Slualiiy-regional-gperations/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 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 "Rryuest for Certificate of Coverage Facility Currently Covered by an
Expiring State Non-Discha a General Permit." The a1pplication form must be com leted signed and returned by April _3, 2019.
Please note that you must Include one (1) coov of the Certified Animal Waste Management Plan (CAWMPI with the
completed and signed application form. A list of items 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 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,
r�
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Fa,, etteville Regional Office, Water Quality Regional Operations Section
Sampson County Soil and Water Conservation District
AFOG Section Central Files - AWS820501
Prestne Farms Inc
North Carolina Department of Ecvironmental Qaalky 1 Di%hsion of Water Res3urces
512 N. Salisbury St. 1 1635 Ms, Service Center I Ralao, North Carolina 27E994836
919.7 D7 9WO