430013_CORRESPONDENCE_20171231

NORTH CAROLINA
W
Department of Environmental W4

If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual non -discharge permit by contacting the engineer listed below for information on
this process. Unless such a request is made within 30 days, this COC shall be final and binding.
The subject farm is located in the Fayetteville Regional Office. The Regional Office Water Quality Staff
may be reached at [phone]. If you need additional information concerning this COC or the
General Permit, please contact Michelle Barnett [phone] ext. 544.
Sincerely,
W. Klimek, P.E.
cc_ (Certificate of Coverage only for all cc's)
Harnett County Health Department
Fayetteville Regional Office, Water Quality Section
Harnett County Soil and Water Conservation District
Water Quality Central Files
NDPU Files

O�oF W A 7-F9OG Michael F. Easley, Governor
William G. Ross Jr., Secretary
r North Carolina Department of Environment and Natural Resources
—1
p Alan W. Klimek, P.E., Director
Division of Water Quality ,
August 2, 2002
T. A. Womble Corp.
Carroll's Foods Inc. Farm 86
1616 McKoy Town Road
Cameron NC 28326
Subject: Certificate of Coverage No. AWS430013
Carroll's Foods Inc. Farm 86
Swine Waste Collection, Treatment,
Storage and Application System
Harnett County
Dear Thomas A- Womble:
In accordance with your application received on April 10, 2002, we are forwarding this Certificate of
Coverage (COC) issued to T. A. Womble Corp., authorizing the operation of the subject animal waste
collection, treatment, storage and Iand application system in accordance with General Permit
AWG100000. This approval shall consist of the operation of this system including, but not limited to,
the management of animal waste from the CarrolI's Foods Inc. Farm 86, located in Harnett County, with
an animal capacity of no greater than 2200 Farrow to Feeder and the application to land as specified in
the Certified Animal Waste Management Plan (CAWMP).
The COC shall be effective from the date of issuance until April 30, 2003 and shall hereby void COC
Number AWS430013 dated December 18, 1998. Pursuant to this COC, you are authorized and required
to operate the system in conformity with the conditions and limitations as specified in the General
Permit, the facility's CAWMP, and this COC, with no discharge of wastes to surface waters. An
adequate system for collecting and maintaining the required monitoring data and operational information
must be established for this farm. Any increase in waste production greater than the certified design
capacity or increase in number of stocked animals above the number authorized by this COC will
require a modification to the CAWMP and this COC and shall be completed prior to actual increase in
either wastewater flow or number of animals.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
Upon notification by the Division of this COC's expiration, you shall apply for its renewal. This request
shall be made within 30 days of notification by the Division.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the DWQ prior to a name change or change in ownership -
Non -Discharge Permitting Unit Internet httpJ/h2o.enr.nc.state.us/ndpu RMEMt
1617 Mail Service Center, Raleigh, NC 27699 1617 Telephone [phone] Fax [phone]
DEN Customer Service Center Telephone [phone]
An Equal Opportunity Action Employer 50°% recycled/10°% post -consumer paper

Notification of Change of Ownership
Animal Waste -Management Facility
(Please type or print all information that does not require a signature)
In accordance with the requirements of 15A NCAC 2H .0217(a)(1)(H)(xii) this form is official notification to the Division of
eater Quality fDWQ) of the transfer of ownership of an Animal Waste Management Facility. This form must be submitted to
DNVQ no later than 60 days following the transfer of ownership.
General Information:
Name of Farm: (aft r=cFacility No: 4/ - i (FftG l�Iv c��-1 ]
Previous Owners) Name: 5 11 5A�%, T ATIC' l Phone No: 9)1_� 7-3rJ
New Oxvner(s) Name:_. L__" Jll'� : C!0 p _ Phone No: 9M R� '. 3, V
Mailing Address: lCcV Z)4CVLI t --7 A-lt/E7 .��J( C', cY 7(�
Farnt Locatiar7: Latitude and Longilude:J.r'735 '/ 7 �l IV,1 T/ ` ©' i _IS Couniv: #Ae 4'e-I
I
t u.ase uiiazr, a �"YJ of a Co:]iii'.'rCad rriai� �'liu iD:.u110r luentt fisd :...d ..tSCrlbe lie! ,^ v (13e spec. lflc.road .a„ yes, d:reCt::in."i,
Milepost. etc.): rP�M �'e cti��Gl./�%rLLc : ! Zc,� ulC-ai 3-5Gc--7 C/& 7aJ- ,/ tzo
Oneration Description:
Type of Sivine No. of Animals
El tik_ can to seeder
❑ Feeder to Finish
O Farrow to Wean /
LK"Farrow to Feeder Z2t:C ✓
❑ Farrow to Finish
El Gilts
17 Boars
Type of Pouter-
© Laver
© Pullets
No. of Animals
Other Type of Livestock.
Type of Cattle
❑ Dairy
❑ Beef
No. of Aninlals
Number of Animals:
Acreage Available for Application: 7t% . (c /Required Acreage:__ �� d
Number of Lagoons / Storage Ponds : 2 ✓ Total Capacity: IT`24-7_3 Cubic Feet (n')
Owner / Manager Agreement
1 (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and storage
system or construction of new facilities will require a new certification to be submitted to the Division of Water Quality
{D'kVQ) be=ore the new animals are stocked. I (use) understand that there must be no discharge of animal waste from the
storage or application system to surface .vaters of the state either directly through a man-made conveyance or from a storm
event less severe than the 25-vear. 24-hour storm and there must not be run-off from the application of animal waste. I (we)
understand that run-off of pollutants from lounging and 'heavy use areas must be minimized using technical standards
developed by the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the office of the
local Soil and Water Conservation District_ I (we) know that an modification must be approved by a technical specialist and
submitted to the Soil and NT.'ater Conservation District prior to implementation. A change in land ownership requires written
notification to DWQ or a new ceni fication (if the approved plan is changed) within 60 days of a title transfer.
Dame of Nem- Land Owner: 7 A tOow r ii t.e= C&r?_t7
Signature:
Dame of ?> tanager(� different from owner):
Signature:
v
Please sign and return this form to:
��� r
Date- c_ 7 t' 4
Date: '_?' 2- 7 - C
N. C. Division of lVater Quality
Non -Discharge Compliance / Enforcement Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
August 19, 1997

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-Notification of Change of Ownership
Animal Waste Management Facility
(Please type or print all information that does not require a
In accordance with the reouirements of 15A NC -AC ?H .0217(a)(1)(H)(x'ti) this form ' official notification to the Division of
Water Quality (DWQ) of the transfer of ownership of an Animal Waste Managemen acility. This form must be submitted to
DWQ no later than. 60 days following the transfer of ownership.
General Information-
tiame of =arm: t,A;o0i2 t I 'S F,=QSz
Previous Owner(s) Name: 23 ` SAnit i j
New Owner(s) Name: -7-A &bmR&F
Mailing Address: /61
P
Farm Location: Latitude and Longirude:N 3: r 5 _ f I
Please attach a cop, of a county road map with location identiV
milepost- etc.):
Operation Description:
Ttipe of Swine No. of Animals
❑ Wean to Feeder
❑ Feeder to Finish
lVi-arrow to Wean
UO Farrow• to Feeder % M)
Tip of Poultry
❑ Laver
❑ Pullets
�3
acility No:_-1�
'hone No: /� 9 499 _ 23Gi
hone No: /9 49 2
1. County: _ ig14VWe- t
ana, describe be?aw (Be specific: road names, directions,
3S
8
No_ of Animals Type of Cattle
❑ Dairy
0 Beef
No. of Animals
❑ Farrow to Finish Other Type of Livestock- Number 4.�4n1mals:
Gilts- 9y ��-7 � -c 3
El Boars b_ :.A
Acreage Available for Application: zL7 : Required Acreage:
`umber of Lagoons ! 5toraaeknn
Total Capacity:. I C:UL Cubic Feet (ft'! n ^ �R��
....... ....c:zzz*:x:*.cad.t.c.,.t***i*x.rs.:z*zzzzz*zz.s........=*:z**.......... '`� � "� •
0
Owner /Manager Agreeme+�
I (we) verfy that all �'�e abovon is con, ect and will be updated upon changing. I (we) understand"e� ration and
maintenance procedures estathe approved animal waste management plan for the farm name � e and will
implement these procedures. • that any expansion to the existing design capacity of the waste treat 0"it and storage
s"•stem or constrttction of ne will require a new certification to be submitted to the Division of Water Quality
(DWQ) before the new an,,
ni alas are staked. I (we) understand that there must be no discharge or anima] waste from the
storage o,- application syst io surface waters O�ti stato/c4her directly CilrouQh a man-made conveyance or from a stonn
event less severe than, the 5-vear. 2-1-hour storm aana [here'tfiust not be run-off from the application of animal waste. I (we)
Understand that run. -off f Pollutants from lounging and heavv use areas must be minimized using technical standards
dcvelopej by the -Na-1 Resources Conservation Service. The approved plats will be filed at the fare and at the office of the
local Soil and %Vaier nservation District. I (w-e) know that any modificadon must be approved by a technical specialist and
submitted to the Soil nd Water Conservation District prior to implementation. A change in land ownership requires written
notification to D"' or a new certification (if the approved plan is chanced) within 60 days of a title transfer_
Dame of New Laud Owner : % /+
Signature:
Date: Y — 8 - C ;�
Name of Alan 142 r(if different ", om own r): � ,mot A, Wr7t-o3 ur
Si:rtature: lk-� Date: t7'
Please sXtl and return this form to: -N. C. Division of 'Water Quality
Non -Discharge Compliance / Enforcement Unit
1617 Mail Service Center
Raleigh, NC 27699-1617
.august 19, 1997

r
CENTRAL
CAROLRYA
TIRE
DISPOSAL
STATE OF NORTH CAROLINA
DEPARTMENT OF ENVIRONMENT
AND NATURAL RESOURCES
DIVISION OF WATER QUALITY
P.O. BOX 29535
RALEIGH, NC 27626-0535 y°*0. �n
lk
�O,c3
ATTN: SUE HOMEWOOD
ENCLOSED YOU WILL FIND THE REQUESTED
INFORMATION. SHOULD THIS NOT BE SUFFICIENT.
CONTACT ME AT 1-800-232-0035.
SINCERELY, RECiziVED
r
THOMAS A. WOMBLE �� Vu.LE
e
Route 2, Box 59B / Cameron, north Carolina / 28326 / 919-499-2301 / Fax: [phone]

JUL-09--98 08:56 AM B-T-SANATATIO
9194994619
P.01
State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
June 17, 1998
B.T. Sanitation Inc.
CCPPofY2 aL CCPPN96 - B,T_ San liatiun, Inc.
1616 McKay Tuwn Rd
Cameron NC 23325
Attu: Billy S, Tholnm
a � r
NcQu�..
ENVIRONMEWr
Subjeci: Application No. AWS430013
Addhlonal Information Request
CCi 492 & CCPP086 - ELT_ Sanitatloi4 Inc.
Anitin-A Waste Opemiton
Harnett County
Dear hilly g, Thomas.
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject application.
Additional information is required before we can continue our review. Please address the following by My 17, 1998:
1) lift; permit application trust be signed by the owner. The original is enclosed for signature.
=i2) The yazrly Plant Available Nitrogen is shown to be calculated ws 6.5 lbslanimal unil/yr. For Farm 92 this
should be calculated as 7900 lhs/yr, howevu it is listed in die Warta: IJti1i7ation Plan (%UP) as 7150. Please
have this eotreelcd as needed.
V 3) The Odor Control Checklist and Insect Control Cha.c�cklist should have Best Management Pmaices to be
employed at this facility identified by checking the appropriate bvxas,
4) An Fmetgerlcy Action Plan.
Please reference the subject permit application number when providing Ike requested information. All information
should be signed, sealed, and submitted in duplicate to my attention at the address below. The information rCq",stcd by this
later, must be submitted on or before July 17, 1998 or the Division will return your application as incomplrlc In accordance
wirh 15A N.C.A.C. 2H _0200 and your tit:ility will be consi&Ted to be operating without apermit.
Please be advised that operation of the subject anhnal waste management system without a valid permit is s
violation of North Carolina General Statute 143-215.I and will.subject you to thr enforcement aulliority of the
Envirornntata: Management Commission.
If you have anv questions regarding this request, please call me at (919) 7 33-508a, extension 502.
incercix.
Sue Homewood
Environmental Enghwer
Non -Discharge Permitting Unit
cc: P mik Filc
Fayetteville Regional Office
P.O. Box 29535, Raieloh, North Carolina 27626-0535 7elcphone 919-733-5083 FAX [phone]
An Equal Opportunity Attlrrnolive Action Employer SO46 recycle4)10% post -consumer paper

Facility Number. 43 - 14
Facility Name: CCPP#86 - Central Carolina Pork Producers
4.
1,
this appli for
has been r sewed
application are not
package will tie"
Signature
T'S CERTIFICATION:
(Land Owner's name listed in question 1.2), attest that
CC _pr i- j(, (Facility name listed in question 1.1)
me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
npleted and that if all required supporting information and attachments are not included, this application
ed to mess incomnletel
Date
5. MANA9ER'S CERTIFICATION: (complete only if different from the Land Owner)
1, ZZoU /}S )� lalam LLT (Manager's name listed in question 1.6). attest that this
application for (y CA!�i & (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will/be returned as incomplete.
Signature 2��-- _ Date Z '9_9
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28198 Page 3 of 4 43 - 14

Facility Number: 43 - 13
Facility Name. CCPP#92 - Central Carolina Pork Producers
4.
1,
TION:
(Land Owners name listed in question 1-2), attest that
this applic*fi for _ CC V:V 44L (Facility name listed in question 1.I)
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 hS r�mgd to me as incomes.
Signature
5.
Date
S CERTIFICATION: (complete only if different from the Land Owner)
1 �_ 4 &&061 __ (Manager's name listed in question 1.6), attest that this
application for dCP A� �7A (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be r ed as incomplete.
Signature Dalte �4f-'��
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 1128/98 Page 3 of 4 43 -13

operation in diverting storm water from the lagoons.
V WASTE UTILIZATION PLAN
The following calculations are based on information provided
by Parks Blake, District Conservationist, Barnett Soil and Water
Conservation District, Lillington, NC [phone].
Farm 86 is a 1,000 sow farrow to feeder operation. Farm 92
is a 1,200 sow farrow to feeder operation. PAN is assumed at 6.5
lbs/animal unit/yr (NCSU/ NCDA spreadsheets shown in 633-46).
This results in 6,500 lbs/yr PAN for Farm 86's lagoon and 7,800
lbs/yr PAN for Farm 92's lagoon.
PAN application limits for Coastal Bermuda in the following
soils are:
Blaney
240
lb/acre/yr
Gilead
300
lb/acre/yr
Blanton
175
lb/acre/yr
Vaucluse
270
lb/acre/yr
The above limits are increased by 50 lb/acre/yr for
Bermuda overseeded with Rye.
The attached drawing (Site Plan 1" = 3001) shows the
pastures and hydrants mentioned below. The gun is retrieved to
each hydrant in a radial pattern. As each "pull" of the reel
retrieves the gun to the hydrant, the possibility exists for the
soil in the vicinity of the hydrant will become saturated from
converging pulls, creating runoff. For this reason the gun cart
must be stopped well short of the hydrant to prevent multiple
applications of wastewater to the same soil within the frequency
limit specified below. The location and length of each pull
should be staked so that successive pulls to the same hydrant may
be planned to prevent runoff.
9

Farm 92 Application Field Requirements
Past-
Acres
Soil
Recom-
Applic-
Freq-
Applica
ure &
mended
ation
uency,
tion
Hydr-
Maximum
Amt.*,
Days*
Limit
ant
Irriga-
In. per
lbs-
tion
Applic-
PAN/yr
Rate*
ation
In./hr
D
17.9
Blaney
0.60
0.95
3
5,190
E&F
N/A
G
19.1
Blaney
0.60
0.95
3
5,540
H
54.7
Blaney
0.60
0.95
3
15,860
27.3
Gilead
0.35
1.90
6
9,550
9.0
Vaucluse
0.47
1.45
5
2,880
Total
128.0
1
i
I
1
1 39,020
(* Technical Guiae Section 11-G, USDA, SCS, NC, Jun 4b)
Application limit of acreage available to Farm 92 far
exceeds its PAN generation of 7,800 lbs/yr.
Weather and soil moisture conditions permitting, spray
irrigation will be conducted year round as per the attached Table
"Traveling Irrigation Gun Settings"
11

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead
Vegetative or wooded buffers;
O Recommended best management practices;
ill "Good judgment and common sense
Animal body surfaces + Dirty manure -covered animals Er Dry floors
Floor surfaces • Wet manure -covered floors iF Slotted floors;
e Waterers located over slotted floors;
Or Feeders at high end of solid floors;
e Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits • Urine; Mr Frequent manure removal by flush, pit recharge,
• Partial microbial decomposition or scrape;
O Underfloor ventilation
Ventilation exhaust fans 9 Volatile gases; Fan maintenance;
Dust Rr Efficient air movement
Indoor surfaces • Dust iF Washdown between groups of animals;
O Feed additives;
Ir Feeder covers;
Mr Feed delivery downspout extenders to feeder
covers
Flush tanks
• Agitation of recycled lagoon
13
Flush tank covers;
liquid while tanks are filling
O
Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys
0 Agitation during wastewater
O
Underfloor flush with underfloor ventilation
conveyance
Pit recharge points
• Agitation of recycled lagoon
(3
Extend recharge lines to near bottom of pits -
liquid white pits are filling
with anti -siphon vents
Lift stations
• Agitation during sump tank
I]
Sump tank covers N/A puf w vs lnt LAQxm4
filling and drawdown
Outside drain collection
• Agitation during wastewater
0
Box covers WA ise arrswe cc , Er-nccS
or junction boxes
conveyance
pat 30KW.rri oN OcKee3'
0
AMOC - November 11, 1"6, Page 3

Source Cause _ BMPs to Minimize Odor Site Specific Practices
End of drainpipes at • Agitation during wastewater o trxtend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; Proper lagoon liquid capacity;
• Biological mixing; W Correct lagoon startup procedures;
• Agitation ❑ Minimum surface area -to -volume ratio; ?
190 Minimum agitation when.pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler • High pressure agitation; Irrigate on dry days with little or no wind;
nozzles • Wind drift fly' Minimum recommended operating pressure;
(lid 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 ❑ Basin surface mats of solids;
(]
Proven biological additives or oxidants
Settling basin surface
•
Partial microbial decomposition;
❑
Extend drainpipe outlets underneath liquid
W/A
•
Mixing while filling;
level;
•
Agitation when emptying
Cl
Remove settled solids regularly
Manure, slurry or sludge
•
Agitation when spreading;
❑
Soil injection of slurry/sludges;
LVA
spreader outlets
.
Volatile gas emissions
❑
Wash residual manure from spreader after use;
❑
Proven biological additives or oxidants
Uncovered manure,
+
Volatile gas emissions while
❑
Soil injection of slurry/sludges
slurry or sludge on field
drying
❑
Soil incorporation within 48 hrs.;
surfaces
❑
Spread in thin uniform layers for rapid drying;
❑
Proven biological additives or oxidants
Dead animals
•
Carcass decomposition
iF
Proper disposition of carcasses
Dead animal disposal
•
Carcass decomposition
❑
Complete covering of carcasses in burial pits;
U/A
pits
❑
Proper location/construction of disposal pits
Incinerators
•
incomplete combustion
❑
Secondary stack burners
VIA
:; '-November 11,1996, Page�-

to Mioimlze Odor
Standing water around + improper drainage; W Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads ®' Farm access road maintenance
public roads from farm
access
Site
Additional Information :
Available From :
Swine Manure Management; 0200 Ru"MP Packet
NCSU. County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
NCSU - BAE
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
NCSU - BAE
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-98
NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-93
NCSU - BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
NCSU - BAE
Controlling Odors from Swine Buildings, PIH-33
NCSU - Swine Extension
Environmental Assurance Program ; NPPC Manual
NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force
NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
Florida Cooperative Extension
119➢6,'Pa
_: �INIOC-)�avcmbi:r.� � ,. _ ,�•'�;.x.'� ��., :�� : , .: •,�:;,:, .,.;

Insect Control Checklist for Animal Operations
Source
Cause
BMPs to Control Insects Site Specirrc Practices
Liquid Systems
Flush Gutters
+ Accumulation of solids
Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
Remove bridging of accumulated solids at
discharge
Lagoons and Pits
• Crusted Solids
Ili' Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Excessive Vegetative
+ Decaying vegetation
O Maintain vegetative control along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Feeders • Feed Spillage !IS Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
Clean up spillage on a routine basis (e.g., 7 -10
day interval during summer; 15-30 day interval
during winter).
Feed Storage • Accumulations of feed residues (l8' 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 break up accumulated
solids in filter strips around feed storage as
needed.
�l
•f' -Mltr -� 'r��.3,� .•'i 1.^..J. •�', .I .. .. •• � �1 .�� y+ti�w:A 4�rtr'rR. � Jn.• T+l '%7 F'L.. .- ... Ill
r - �. jej l� ,11. ', r . • S - .^�,,. Wl 1eiN., ty}f� t, �� .� f w. �i� f.. �� .

Source Cause BMPs to Conlrol Insects.
Animal Holding Areas • Accumulations o
and feed wastage
wastes CI Eliminate low areas that trap moisture along
fences and other locations where waste
accumulates and disturbance by animals is
minimal.
O 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
014
Site
Dry Manure Handling • Accumulations of animal wastes I] Remove spillage on a routine basis (e.g., 7 - 10 u/A
Systems day interval during summer, I3-30 day interval
during winter) where manure is loaded for land
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
O 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.
Ey A .+L�../:J,[ .��' . i •.L .Jrt...,. - ` ...j``. ,' ��� . G-•i4�,/�/�Y� ;'�r�1 kr !.' .l.h .r��$1:C�:Y' i i
+ 71MIC .iNQY�nbtr.'l#,'� 16, 1Page �. P:' i _ { + evE, r.•: J ��f�� }4U-

DEM-F & E Fax:[phone] Jul 8 198 12:52 P_02/04
l A,3 C
%_.
EMERGENCY ACTION PLAN
PHONE NUMBERS
AWQ (916) 4� ` I S4a
EMERGENCY MANAGEMENT SYSTEM 0(6) w - 84-59
SWGD 10 &3 - -19_F4
NRCS a - S84
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running o% site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible_ Suggested responses to Borne possible problerns are listed below.
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes tp fields at an acceptable rate.
C. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field -actions include:
a. immediately stop waste application.
b.. Create a tempoaary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate ar,d eliininate the reasons) that caused the runoff_
e. Evaluate tare application rates for the fields where runoff occurred.
C: Leakage from the wastt pipes and sprinklers -action include:
a. Stop recycle pump.
b_ S►.ap irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systems, houses, solid separators -action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
i d_ Stop all flows in the house, flush systems, or solid separators.
December 18, 1995

DFM-F & E Fax:[phone] Jul 6 '98 12:55 ?.03iO4
e. Repair all leaks prior to restarting pumps -
Leakage from base or sidewall of lagoon. Often this is seepage as opposed to
flowing leaks- possible action:
a. Dig a scull sump or ditch away from the embankment to catch all seepage,
gut in a submersible pump, and pump back to lagoon.
b. If hales are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
2. Assess the extent of the spill and now any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property.
e. Does the spill have the potential to reach surface waters?
f. Could a futare rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on'or off of the property)7
h. How much reached surface waters?
3: Contact appropriate agencies.
a. During normal business trouts, call your DWQ (Division of Water Quality)
regional office; Phonevo 4s6 164iAfter hours, emergency number. 919-733-3942.
Your phone call should include: your name, facility, telephone number, the details
of the incident from item 2 above, the exact location of the facility, the location or
direction of JDovement of the spill, weather and wind conditions. The cor>ieetive
measures that have been under taken, and the seriousness of the simation.
b. If spill leaves property or enters surface waters, call local EMS Phone number Ckr4 W13• gl.s5
c, lnstru:t Elvis to contact local Health De srtment.
d. Contact CES, phone number9po W31, 1 SWCD office phone number @jd�- "3 - Zu-B4
and local NRCS office for advicehechnieal assistance phone number C91a1- bq3--tcg4
4: If none of the above works call 911 or the Sheriffs Department and explain your
pry-tblem to them and ask that person to contact the proper agencies for you.
5- Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name:- Q1- S`laTC- NS 13 C
b. Contractors Address: g3 V 4 z 6 wA�V-:25Au--5 -W- 2539s
c. Contractors Phone: 0 293 - 16CDOO
2 December 18, 1996

DEM-Y & E rax:919-733-0719 Jul 8 '98 12;5'-; 04f`04
i
5; I Contact the technical specialist who certified the lagoon (MRCS, Consulting
iEngin=r, etc.)
.... I a. Name: teRAiz-D R- i20:5T
b. Phone: (9 iq) 975 7- 044�L
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.
3 December 18. 1996

ra
4
State of North Caroliha
Department of Environment
and Natural Resources RECEWE®
Division of Water Quality
.lames B. Hunt, Jr., Governor CEC 2 3 1998
Wayne McDevitt, Secretary YETTEVILLE
A. Preston Howard, Jr., P.E., Dire
EG. OFFICE
August 25, 1998
B.T. Sanitation Inc.
CCPP#92 & CCPP#86 - B.T. Sanitation, Inc.
1616 McKoy Town Rd
Cameron NC 28326
Attn: Richard Rust
"V V r
ilk"
'&4�j 0 2
NCDENR
NORTH CARoumA DEPARTMENT OF
ENVIRONMENT AND N/rURAL RESOURCES
Subject: Application No. AWS430013
Additional Information Request
CCPP#92 & CCPP#86 - B.T. Sanitation, Inc.
Animal Waste Operation
Harnett County
Dear Richard Rust:
The Non -Discharge Permitting Unit has completed a preliminary engineering review of the subject application. Additional
information is required before we can continue our review. Please address the following by September 24, 1998:
1. The Waste Utilization Plan (WUP) should list, for each crop, the months which waste application may
occur.
2. Please include the 23 NRCS specifications in the Waste Utilization Plan. The specifications can be found
in the sample WUP which is part of the NRCS standards.
3. Both the owner and the technical specialists must sign and date the WUP.
Please note that all WUP revisions must be signed and dated by both the owner and the technical specialist. Please
reference the subject permit application number when providing the requested information. All information should be
signed, sealed, and submitted in duplicate to my attention at the address below. The information requested by this letter,
must be submitted on or before September 24, 1998 or the Division will return your application as incomplete in accordance
with 15A N.C.A.C. 2H .0200 and your facility will be considered to be operating without a permit.
Please be advised that operation of the subject animal waste management system without a valid permit is a violation of
North Carolina General Statute 143-215.1 and will subject you to the enforcement authority of the Environmental
Management Commission.
If you have any questions regarding this request, please call me at [phone], extension 502.
Sincerely,
Sue Homewood
Environmental Engineer
Non -Discharge Permitting Unit
cc: Fayetteville Regional Office, Water Quality
Permit File
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/ 10% post -consumer paper

V:H:i1 =C. ON
ANIMAL WASTE MANAGEMENT PLAN
CARROLL'S FOOD'S INC. FARM 86 (Facility No. 43-XP 1 71998
AND
FARM 92 ( Facility No. 43-13 ) hfor-Dis,%;, � A�rnit�;,�g
STATE ROAD 1105, BARNETT COUNTY, NC
OWNED AND OPERATED BY B.T. SANITATION
THOMAS WOMBLE
Mailing Address: 1616 McRoy Town Rd., Cameron, NC 28326-9304
Phone: [phone]
Prepared by: Richard R. Rust, PE, PhD
Environmental Consultant, 5641 Piper Drive
Fuquay, NC 27526 [phone]
1 August 1997
Revised 10 September 1998
w jj -
Signed /r;- , Thomas Womble er, Date:
cARrO�,�
Signed V , Richard R. Rus ,Qg WS cialist,
Date: p 98 �L
1 13669
1 'Poi & aot 506..
PURPOSE qRD It. �J
The following document and the attached drawing constitutes
the Animal Waste Management Plan for the above Farms as required
by "The Nondischarge Rule", 15A NCAC 2H .0200.
I GENERAL INFORMATION
Farm 86 is a 1,000 sow farrow to feeder operation
established in March 1991. Farm 92 is a 1,200 sow farrow to
feeder operation established in October 1991. Each farm has an
independent anaerobic lagoon and applied wastewater from the
lagoons with traveling gun spray irrigation systems using above
ground pipelines for the past 6-7 years. The concept of the
Animal Waste Management Plan is to land apply swine wastewater
using traveling gun irrigation system with an underground
pipeline from each of the two existing anaerobic lagoons.
A. Certification Form (attached)
B. Site Schematic (see attached drawing, Site Plan 1" =
400' )
1

r
operation in diverting storm water from the lagoons.
V WASTE UTILIZATION PLAN
The following calculations are based on information provided
by Parks Blake, District Conservationist, Harnett Soil and Water
Conservation District, Lillington, NC [phone].
Farm 86. is. a 1,000 sow farrow to feeder operation. Farm 92
is'a 1,200 sowfarrow to feeder operation. PAN is assumed at 6.5
lbs/animal unit/yr (NCSU/ NCDA spreadsheets shown in 633-46).
This results in 6,500 lbs/yr PAN for Farm 86's lagoon and 7,800
lbs/yr PAN for Farm 92's lagoon.
PAN application limits for Coastal Bermuda in the following
soils are:
Blaney
240
lb/acre/yr
Gilead
300
lb/acre/yr
Blanton
175
lb/acre/yr
Vaucluse
270
lb/acre/yr
The above limits are decreased by 25 lb/acre/yr for grazing
this crop with cattle.
The above limits are increased 75 lb/acre/yr for Bermuda
overseeded with Annual Rye and grazed with cattle (100 lb/acre/yr
for overseeding with rye reduced by 25% for grazing), subject to
the following restrictions:
1. August 31 is the last application date to be credited to
Bermuda.
2. 37.5 lb/acre/yr may be credited to Rye from September 15
- October 30.
3. No applications are made November - January.
4. 37.5 lb/acre/yr may be credited to Rye during February
and March.
5. Harvesting is required when Rye reaches 12" - 15" to
prevent shading of Bermuda. Harvesting of Rye is required
prior to heading or April 7, whichever occurs first, to
prevent shading of Bermuda.
The attached drawing (Site Plan 1" = 4001) shows the
pastures and hydrants mentioned in the following tables.
7

Farm 86 Application Field Requirements
Field
Acres
Soil
Recom-
Applic-
Freq-
Applica
mended
ation
uency,
tion
Maximum
Amount,
Days
Limit,
Irrig-
In. per
lbs-
ation
Applic-
PAN/yr
Rate,
ation
In./hr
A
16.6
Blaney
0.60
0.95
3
3,070
5*
B
12.3
Blanton
0.75
0.65
2
2,760
4*
6.0
Gilead
0.35
1.90
6
2,100
1.70*
7*
C
13.7
Blanton
0.75
0.65
2
3,080
4*
Total
42.6
11,010
(per lecnnlcal uulae secLion 11-V, UbVA, nL, Jun in)
*during Rye growing seasons (Sep 15 - Oct 31 and Feb 1 - Mar 31)
Application limit of acreage available to Farm 86 exceeds
its PAN generation of 6,500 lbs/yr.
From the beginning of April through the end of August (5
months of Bermuda grass), the application limit for Farm 86's
acreage is 7,829 lbs PAN.
From September 15 - October 30 (1.5 months of Rye), the
application limit for Farm 86 is 1,597 lbs PAN. No application
is permitted November - January (3 months). From the begining of
February through the end of March (2 months of Rye), the
application limit for Farm 86 is 1,597 lbs PAN.
Assuming 3 lb PAN / 1,000 gal wastewater, application is
limited to 142,380 cf during the 7 winter months (September -
March). During this time 304,500 cf of wastewater will be
generated. This is a wastewater surplus of 162,120 cf.
Maintaining the neccessary lagoon volume for treatment, sludge,
and 1.5' of freeboard, the storage capacity of Farm 86's Lagoon
is 247,000 cf (5.68 months), which exceeds the surplus.
10

r
Farm 92 Application Field Requirements
Past-
Acres
Soil
Recom-
Applic-
Freq-
Applica
ure &
mended
ation
uency,
tion
Hydr-
Maximum
Amount,
Days
Limit
ant
Irriga-
In. per
lbs-
tion
Applic-
PAN/yr
Rate
ation
In./hr
D
17.9
Blaney
0.60
0.95
3
5,190
5*
E&F
N/A
G
19.1
Blaney
0.60
0.95
3
5,540
5*
H
54.7
Blaney
0.60
0.95
3
15,860
5*
27.3
Gilead
0.35
1.90
6
9,550
1.70*
7*
9.0
Vaucluse
0.47
1.45
5
2,880
6*
Total
128.0
1
1
1
1
39,020 11
(per Tecnnicai uutae section 11-U, U50A, 5C:5, NC:, Jun iu)
*during Rye growing seasons (Sep 15 - Oct 31 and Feb 1 - Mar 31)
Application limit of acreage available to Farm 92 far
exceeds its PAN generation of 7,800 lbs/yr.
From the beginning of April through the end of August
(5 months of Bermuda grass), the application limit for Farm 92's
acreage is 29,428 lbs PAN.
From September 15 - October 30 (1.5 months of Rye), the
application limit for Farm 92 is 4,800 lbs PAN. No application
is permitted November - January (3 months). From the begining of
February through the end of March (2 months of Rye), the
application limit for Farm 92 is 4,800 lbs PAN.
Assuming 3 lb PAN / 1,000 gal wastewater, application is
limited to 427,807 cf during the 7 winter months (September -
March). During this time 365,400 cf of wastewater will be
generated, which is less than the application limit. Maintaining
the neccessary lagoon volume for treatment, sludge, and 1.5' of
freeboard, Farm 92's lagoon has a storage capacity of 4.5 months.
It is therefore important that the lagoon level be close to the
11

lowest allowable level (247' MSL) at the end of October in the
event that the ground is frozen in February.
Weather and soil moisture conditions permitting (i.e., it is
not raining and the ground is not saturated or frozen), spray
irrigation will be conducted from 1 February - August 31 and 15
September - 30 October as per the attached Table "Traveling
Irrigation Gun Settings". The frequency of irrigation for each
field is specified in the tables above as minimum interval
between applications.
Retraction speeds listed below are minimum speeds for the
soils listed below based on the following assumptions: Bermuda
Grass overseeded with Rye, using the equipment listed above with
1.02" taper ring nozzle, 115 psi at turbine inlet, 60 psi at the
nozzle (yielding 214 gpm), 160' spray radius, 300' arc.
The Application Rate (Precipitation Rate) is calculated at r
0.38 in/hr, which approximates the recommended maximum
application rates for the most restrictive soil, which is Gilead
(Technical Guide Section II-G, USDA, SCS, NC, Jun 76). If it is
desired to operate at less than the recommended maximum
application rate, the nozzle should be changed to a smaller size
and/or the pressure reduced (e.g., to operate at 0.5 the
recommended maximum application rate over Gilead soils or 0.17
in/hr, use 0.87" taper ring nozzle and reduce turbine inlet
pressure to 50 psi).
Soil
Application
Frequency,
Retraction
Amount, In.
days
Speed, ft/hr
Blaney
0.95
3
100
1.20*
5*
80
Blanton
0.65
2
165
0.95*
4*
100
Gilead
1.90
6
50
1.70*
7*
1 60
Vaucluse
1.45
5
65
1.45*
6*
65
(per Tecnnrcai vuiae Section it-u, ubua, SLS, vu, Jun to ano
Nelson SR150 Gun table)
*during Rye growing seasons (Sep 15 - Oct 31 and Feb 1 - Mar 31)
The most restrictive (highest) retraction speed is used in
Table 2-Traveling Irrigation Gun Settings to insure the
Application Amount is not exceeded for any crop in the path of
the gun.
12

Table 1, Field Specifications
Field
No.
Useable
Size,
Acres
Soil
Type
Slope,
$
Crops
Max.
Applic.
Rate,
In./hr
Max.
Applic.
per
Cycle,
In.
A
10.6
Blaney
0-4
Brame
0.60
0.95
B
12.3
Blanton
2-6
CB/R
0.75
0.65
B
6.0
Gilead
2-6
CB/R
0.35
1.90
C
13.7
Blanton
0-5
CB/R
0.75
0.65
D
17.9
Blaney
0-6
CB/R
0.60
0.95
G
19.1
Blaney
1-5
CB/R
0.60
0.95
H
54.7
Blaney
0-4
CB/R
0.60
0.95
H
27.3
Gilead
0-4
CB/R
0.35
1.90.
H
1 9.0
vaucluse
1 0-2
1 CB/R
1 0.60
0.95
Comments: Field A is seeded in Mahia Brome Grass, the
remaining fields are Coastal Bermuda overseeded with Annual Rye.
Evapotranspiration rates for Mahia Brome are unknown, but assumed
to be equivalent to Coastal Bermuda overseeded with Rye (Parks
Blake, Harnett Soil & Water Conservation District). A
significant difference between Brome and Bermuda is that peak
transpiration rates for Brome are during the winter months.
Field I is reserved for future use.
Table 2, Traveling Irrigation Gun Settings, is included as an
attachment, Tab B.
The 23 NRCS Required Specifications for a Waste Utilization
Plan are included as an attachment, Tab J.
13

T�b
REQUIRED SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by
runoff, drift, manmade conveyances, direct application, or
direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited.
2. There must be documentation in the design folder that the
producer either owns or has an agreement for use of adequate
land on which to properly apply the waste. If the producer does
not own adequate land to properly dispose of waste, he/she shall
provide a copy of an agreement with a landowner who is within a
reasonable proximity, allowing him/her the use of the land for
waste application. It is the responsibility of the owner of the
facility to secure an update of the Waste Utilization Plan when
there is a change in the operation, increase in the number of
animals, method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the
nitrogen needs for realistic crop yields based on soil type,
available moisture, historical data, climatic conditions, and
level of management, unless there are regulations that restrict
the rate of application for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons
per acre per year. Waste may be applied to land that is eroding
at 5 or more tons, but less than 10 tons per acre per year
providing grass filter strips are installed where runoff leaves
the field. (See FOTG Standard 393 -Filter Strip)
S. 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:
5. When animal waste is to be applied on acres subject to
flooding, it will be soil incorporated on conventionally tilled
cropland. When applied to conservation tilled crops or
grassland, the waste may be broadcast provided the application
does not occur during a season prone to flooding. (See "Weather
and Climate in North Carolina" for guidance.)
7. Liquid waste shall be applied at rates not to exceed the soil
infiltration rate such that runoff does not occur offsite or to
surface waters and in a method which does not cause drift from
the site during application_ No ponding should occur in order
to control odor or flies.
B. Animal waste shall not be applied to saturated soils, during
rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such
a manner that the crop is not covered with waste to a depth that
would inhibit growth. The potential for salt damage from animal
waste should also be considered.
Page: 8
--------------------------------------------------------------------
WASTE UTILIZATION PLAN
--------------------------------------------------------------------
REQUIRED SPECIFICATIONS

10. Waste nutrients shall not be applied in fall or winter for
spring planted crops on soils with a high potential for
leaching. Waste nutrient loading rates on these soils should be
held to a minimum and a suitable winter cover crop planted to
take up released nutrients. Waste shall not be applied more
than 30 days prior to planting of the crop or forages breaking
dormancy.
il. Any new swine facility sited on or after October 1, 1995 shall
comply with the following: The outer perimeter of the land area
onto which waste is applied from a lagoon that is a component of
a swine farm shall be at least 50 feet from any residential
property boundary and from any perennial stream or river (other
than an irrigation ditch or canal. Animal waste other than
swine waste from facilities sited on or after October 1, 1995),
shall not be applied closer than 25 feet to perennial waters.
(See Standard 393 - Filter Strips).
12. Animal waste shall not be applied closer than 100 feet to
wells.
13. Animal waste shall not be applied closer than 200 feet of
dwellings other than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property
and public right-of-ways.
15. Animal waste shall not be discharged into surface waters,
drainageways, or wetlands by a discharge or by over -spraying.
Animal waste may be applied to prior converted cropland provided
they have been approved as a land application site by a
"technical specialist". Animal waste shall not be applied on
grassed waterways that discharges directly into water courses,
and on other grassed waterways, waste shall be applied at
agronomic rates in a manner that causes no runoff or drift from
the site.
16. Domestic and industrial waste from washdown facilities,
showers, toilets, sinks, etc., shall not be discharged into the
animal waste management system.
17. A protective cover of appropriate vegetation will be
established on all disturbed areas (lagoon embankments, berms,
pipe runs, etc.). Areas shall be fenced, as necessary, to
protect the vegetation. Vegetation such as trees, shrubs, and
other woody species,'etc., are limited to areas where considered
appropriate. Lagoon areas should be kept mowed and accessible.
Berms and structures should be inspected regularly for evidence
of erosion, leakage or discharge.
Page: 9
--------------------------------------------------------------------
WASTE UTILIZATION PLAN
REQUIRED SPECIFICATIONS

18. If animal production at the facility is to be suspended or
terminated, the owner is responsible for obtaining and
implementing a "closure plan" which will eliminate the
possibility of an illegal discharge, pollution and erosion.
19. Waste handling structures, piping, pumps, reels, etc., should
be inspected on a regular basis to prevent breakdowns, leaks,
and spills. A regular maintenance checklist should be kept on
site.
20. Animal waste can be used in a rotation that includes vegetables
and other crops for direct human consumption. However, if
animal waste is used on crops for direct human consumption it
should only be applied preplant with no further applications of
animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and
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 soils shall be
monitored and alternative crop sites shall be used when these
metals approach excessive levels. pH shall be adjusted for
optimum crop production and maintained. Soil and waste
analysis records shall be kept for five years_ Poultry dry
waste application records shall be maintained for three (3)
years. Waste application records for all other waste shall be
maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North
Carolina regulations.
Page: 10
--------------------------------------------------------------------
ANIMAL WASTE UTILIZATION PLAN

7
Ly► or �\
t►1
ll --.
P
IMF
o °
ty J
3

}
RECEIVED
ANIMAL WASTE MANAGEMENT PLAN
CARROLL'S FOOD'S INC. FARM 86 (Facility No. 43-14)
AND
FARM 92 (Facility No. 43-13)
STATE ROAD 1105, HARNETT COUNTY, NC
Prepared by: Richard R. Rust, PE, PhD
Environmental Consultant
5641 Piper Drive
Fuquay, NC 27526
[phone]
CEC 2 3 1998
FAYE7-TEVfr LE
REG. per; Ct
-RECEIVED
VVX i ER C! - ? f iy 8EUn0N
'JUN 81998
INDEX
(per CAWMP.Dec 6, 1996, DEHNR DWQ & NRCS
Standards)
General Information
1
Certification Form
Tab A
Site Schematic
Jacket Pocket
Site Evaluation and Site Investigation
2
Existing Operations
New/ Expanding Operations
N/A
Design Survey
N/A
Facility Design
2
Lagoon/Storage Facility
Runoff Control
Land Application System
3
Underground Pipeline Design
Equipment
Pipeline Construction
Operation and Maintenance Plan
7
Pipeline Operation
Inspection and Maintenance
Waste Utilization
9
Application Field Requirements
Field Specifications
Irrigation System Specifications
Traveling Irrigation Gun Settings
Tab B
Record Keeping
14
ATTACHMENTS
Certification Form
Tab
A
Traveling Irrigation Gun Settings
Tab
B
Emergency Action
Tab
C
Odor Control
Tab
D
Insect Control
Tab
E
Mortality Disposal
Tab
F
Pump Curve
Tab
G
Soils Maps
Tab
H
Traveling Gun and Reel Performance Table
Tab
I
Site Plan 1" = 400'
Jacket Pocket

k
ANIMAL WASTE MANAGEMENT PLAN
CARROLL'S FOOD'S INC. FARM 86 (Facility No. 43-14)
AND
FARM 92 (Facility No. 43-13)
STATE ROAD 1105, HARNETT COUNTY, NC
OWNED AND OPERATED BY B.T. SANITATION
BILLY THOMAS AND THOMAS WOMBLE
Mailing Address: Route 2 Box 59-B, Cameron, NC 28326-9304
Phone: [phone]
Prepared by: Richard R. Rust, PE, PhD
Environmental Consultant
5641 Piper Drive
Fuquay, NC 27526
[phone]
1 August 1997
PURPOSE
The following document and the attached drawing constitutes
the Animal Waste Management Plan for the above Farms as required
by "The Nondischarge Rule", 15A NCAC 2H .0200.
I GENERAL INFORMATION
Farm 86 is an existing 1,000 sow farrow to feeder operation.
Farm 92 is an existing 1,200 sow farrow to feeder operation.
Each farm has an independent anaerobic lagoon and has been
applying wastewater from the lagoons with traveling gun spray
irrigation systems with above ground pipelines for the past 6-7
years. The concept of the Animal Waste Management Plan is to
land apply swine wastewater using traveling gun irrigation system
with one underground pipeline from each of the two existing
anaerobic lagoons.
A. Certification Form (attached)
B. Site Schematic (see attached drawing, "Site.Plan 1"
300')
L' 1

e
II SITE EVALUATION AND SITE INVESTIGATION
Q A. Existing Operations
1. Proximity to 100 yr floodplain: Neither Lagoon nor
any of the waste application areas are located in the 100 year
flood plain (reference FIRM Map #37085C0150D 4/16/90).
2. Dam Safety: Neither lagoon has an embankment
height which exceeds 15' as measured from downgradient toe of
slope to crest of embankment. There is no high hazard exposure
immediately down stream of the lagoons. The lagoons are
therefore exempt from Dam Safety criteria.
3. Proximity of Wetlands to waste application area:
"Bank and Bed" wetlands associated with the headwaters of
intermittent creeks are believed to be downgradient of the
application areas. A 25, buffer is maintained from the wetlands
and the application areas.
IV FACILITY DESIGN
A. Lagoon/Storage Facility Design
1. Existing Operations
a) Design Needs: Farm 86 is a 1,000 sow farrow
to feeder operation. Farm 92 is a 1,200 sow farrow to feeder
operation.
Assuming design treatment capacity of 348 cf/saw, sludge
storage capacity of 174 cf/sow, and 4 months temporary storage of
174 cf/sow; the total required capacity (less the freeboard and
25 yr, 24 hr storm) is 696 cf/sow (NCSU/ NCDA spreadsheets 633-51
and 633-45) or 696,000 cf for Farm 86's Lagoon and 765,600 cf for
Farm 92's Lagoon.
The 25 yr, 24 hr storm is assumed at 6.41 inches (Elements
of Urban Stormwater Design, H. Rooney Malcom, NCSU, 1989). No
surface water drains to either of the lagoons.
NOTE: Existing diversion ditches are to be maintained to prevent
surface runoff from entering the ponds.
b) Measurements and Calculated Volumes:
Total capacities were calculated using the formula for
volume of the frustrum of a general cone. Top and bottom areas
are based on planimeter measurement of lagoon crest elevation
from aerial photography (March 1991 for Farm 86 and March 1994
for Farm 92). The heights are based on plumb -bob measurement of
kl..L 2

the bottom of the lagoons and Dumpy level measurement of crest
kt, elevation and liquid surface on 8/20/97.
Farm 86 Lagoon currently has 951,000 cf total capacity
(lagoon bottom to lowest lip of the impoundment). The design
storm would occupy 50,000 cf, leaving 901,000 cf. This is more
than the 696,000 cf required for: treatment capacity, sludge
storage, and 4 months temporary storage. Even if 1.5' of
freeboard (132,000 cf) is maintained, an additional 1.68 months
of storage is available (73,000 cf).
Farm 92 Lagoon currently has 996,300 cf total capacity
(lagoon bottom to lowest lip of the impoundment). The design
storm would occupy 54,200 cf, leaving 942,100 cf. This is more
than the 765,600 cf required for: treatment capacity, sludge
storage, and 4 months temporary storage. Even if 1.5' of
freeboard (152,400 cf) is maintained, an additional 0.5 months of
storage is available (24,100 cf).
B. Runoff control measures
Diversion ditches: Existing diversion ditches are to be
maintained to prevent surface runoff from entering the lagoons.
Buffers: Spray application areas are buffered from
property lines and creeks by 251.
C. Land Application System
1. Underground Pipeline Design
For each farm the pipeline is designed to overcome 65' of
potential head (determined from topo and dumpy level measurement)
and friction head of 40, (approximately equal for either
pipeline) at a flow velocity of 4 fps. If the pump outlet
pressure is 160 psi (80% of 200 psi working pressure for SDR 21
pipe) the pressure at the reel turbine is 115 psi and 60 psi at
the gun nozzle.
Waterhammer surcharge pressure from instant stoppage (e.g.,
valve closings of less than 2.3 sec for these 4,000, pipelines)
is calculated at 188 psi. 160 psi working pressure + 188 psi =
total waterhammer pressure of 348 psi, less than the 1,000 hour
burst requirement for SDR 21 pipe of approximately 400 psi and
less than the 60 sec burst requirement for SDR 21 pipe of
approximately 600 psi. Hydrant valves are worm gear operated by
hand crank. Absolute minimum closing times of 12 seconds are
expected and will reduce total waterhammer pressure to 277 psi,
well under the 1,000 hour burst specification of SDR 21 pipe.
Since pumps are impeller design and powered by internal
combustion engines, waterhammer from pump operation / failure is
not anticipated.
3

2. Equipment
4"1" a) Farm 86
Motor; diesel engine of estimated 160 hp.
Pump; Rainbow Mfg. Co., Fitzgerald, GA, [phone],
Model No. CDB 64 513-4DC, Serial No. 6545, Pump Curve PC5717 for
Model 6x4Sx13 indicates 6" suction, 4" discharge, 13" max
impeller, equipped with a strainer on the inlet end of the
suction hose.
Pressure gage; 0-250 psi, glycerine filled (located
downstream of the pump and upstream of the Check Valve)
Check Valve; 6" diameter.
Pipe; Type, 6" SDR 21, 200 psi; in 18, joints of spigot and
bell with O-ring.
Air -Release and Air -vacuum Valves; 1" minimum valve
diameter, (located at high spots of the pipeline and its
branches).
TEE; 6"x6" SDR 21, 200 psi, at intersection of pipeline
branches.
45° elbows; 6"x6", SDR 21, 200. psi, as needed.
Hydrant TEE's; 6"x4" as needed on pipeline branches.
Hydrant Valves; 4"x4" on each Hydrant TEE.
Reel; ABI 90 AT 985 w/Turbine Drive
Gun; Nelson SR 150
Nozzles; Various
b) Farm 92
Motor; diesel engine of estimated 225 hp.
Pump; Serial No. 6540, Same as Pump at Farm 86.
Other Equipment; Same as Above.
%0.1 4

3. Pipeline Construction
a) Laying Pipe
Excavate to depth of 4 feet. Pipeline is of gasketed O-ring
joints (no glued joints), therefore pipe need not be snaked for
thermal contraction/expansion considerations. Female (socket)
ends are laid forward. Pipe is joined in the trench to prevent
damage to socket bells and spigot bevels caused by assembling
pipe prior to placing it in the trench.
NOTE: Excavations of MORE than 41 require trench walls be laid
back on a 1:1 slope or a trench box as per OSHA for protection of
workers in the trench from collapse of trench walls.
The pipe is evenly bedded and compacted to the pipe's
springline (center of pipe or 1/2 depth of pipe diameter) on 18"
either side of the pipe, or to trench wall if this dimension is
less than 18".
0-rings are joined as follows: Clean the ring groove, set
the ring in the groove with manufacturers markings showing proper
orientation, smooth the ring of twists and bulges. Clean the
bevel on the spigot end of the pipe from the end to 1" beyond
manufacturers reference mark for seating (reference mark should
be 5.25" from end for 6" ID pipe), mark pipe if reference mark is
missing, lubricate bevel with manufacturers recommended lubricant
to an equivalent thickness of a brush coat of paint, align pipe,
push bevel into bell until reference mark is flush with end of
bell. DO NOT lubricate groove or ring. If excessive pushing is
needed to connect the pipe, disassemble the joint and reseat the
O-ring.
b) Thrust Blocks
Install thrust blocks at Any flow change of direction and
the ends of the pipeline. Place cover (i.e. sheet plastic or
coating) over the areas of the pipe/fittings that will be in
contact with the pipe/fitting to prevent concrete bonding with
pipe (facilitate pipeline repair). Concrete is to be in contact
with undisturbed soil contact areas listed below and as shown in
the plan sheet, except for the hydrant collar where soil is to be
hand tamped around the circumference of the collar.
6"x6"
Tee
4
sf
(see detail on plan sheet)
6"x6"
90* Elbow
4
sf
6"x6"
45" Elbow
3
sf
6"x4"
Hydrant Tee
4
sf
below Tee and "collar" around riser
pipe
1.5' thick, 3.5' diameter, with top
of
collar located 1' below grade.
Dead
End
4
sf
ke 5

c) Hydrants
PVC 6"x4" Tees, a with thrust block under each tee and
concrete collar around the vertical pipe, as shown .in the
drawing. The vertical pipe is capped with a valve and fitting to
accept the inlet hose from the reel.
d) Air Relief 6 Vacuum Relief
Valves'in the dimensions specified above (under Equipment)
are to be located at the top of each of the pipeline's high spots
where air might accumulate.
e) Pressure Testing
Prior to backfilling the trench, charge the line, purging it
of air, and slowly bring the line to 50 psi. Close the gate
valve and monitor the pressure gage for pressure loss (indicating
a leak) over a period of 2 hours. Fix leaks and repeat until all
leaks repaired. Evacuate people from trench edge and Slowly
(over a period of 30 sec. or more) bring pressure up to 195 psi
(2600 pump rpm) (Note: test pressure of 1.5 x working pressure
not possible with pump used). Close the gate valve and monitor
pressure gage for at least 12 hours. Fix leaks and repeat until
all leaks repaired. NOTE: depressurize the pipeline Slowly (over
a period of 30 sec. or more). The pipeline is sufficiently tight
if less than 4 gal/hr total leakage occurs at 200 psi or 2 gal/hr
at 50 psi.
f) Backfilling the Trench
Trench is to be backfilled with excavated soils (free of
rocks bearing on the pipe) in 8 inch lifts, compacted to
approximately 85% of Proctor (approx. 105 pcf) as estimated by
Field Engineer, prior to filling and compacting the next lift.
Until 3 lifts above pipe, do NOT use Whacker Packer and do NOT
compact directly above pipe by hand.
k' 6

D. Operation and Maintenance Plan
1. Pipeline Operation
a) Pump
CAUTION: Both motors and pumps are capable of creating
pressures which can rupture the pipe under waterhammer conditions
(when valves are opened or closed abruptly). Watch the pressure
gages closely. Operate pump to maintain pressure below 160 psi
(measured at pump outlet). Decrease RPM to reduce pressure (2300
RPM should generate 160 psi at flow rates of 450 gpm or less).
Pipeline is designed for maximum flow of 350 gpm (velocity
of 4 ft/sec), which could occur with a pump outlet pressure of
160 psi. Gun nozzle will restrict flow to 250 gpm at 160 psi
pump outlet pressure.
b) Operating the Valves
The SDR 21 PVC pipe used is rated for working pressure of
20Q psi. Opening or closing the valves faster than 12 seconds
will decrease pipe life in resisting pipeline rupture from
waterhammer. The valves should be operated smoothly.
c) Charging the Line
The pipeline should be charged at a velocity of 1 fps (90
gpm), or 30 psi at the pump outlet. After all the air has been
purged from the line, slowly bring the pipeline up to operating
pressure, connect the reel to the desired hydrant, and open the
hydrant smoothly over a period of more than 12 seconds. The pump
operator should be in communication (by radio) with an assistant
located at the highest air purge valve on the line so that the
pump operator may be informed when air has been purged and he may
bring the pump up to operating pressure.
d)'Lagoon Liquid Level Control
Both Lagoons are to be equipped with a stick indicating
liquid surface levels in feet above MSL.
Farm 86's Lagoon is to be operated within a 6 foot range,
from 309' to 315, MSL. With the lowest point of the embankment
crest at 317, MSL, this leaves 2 feet of freeboard during normal
operations. Should the 25 yr, 24 hr storm occur when the lagoon
is at 3151, approximately 1.5' of freeboard would remain.
Farm 92's Lagoon is to be operated within a 6 foot range,
from 274' to 280' MSL. With the lowest point of the embankment
crest at 282' MSL, this leaves 2 feet of freeboard during normal
operations. Should the 25 yr, 24 hr storm occur when the lagoon
�w 7

is at 280', approximately 1.5' of freeboard would remain.
e) Draining the Line
The pipeline is designed to be left full. However, it may
be drained for maintenance, and it will be drained when hard
freezes are expected which could cause damage to the pipeline.
To drain the line: Close the gate valve, lock the check valve
open, open the last hydrant on the line, and open the gate valve
smoothly over a period of more than 12 seconds to allow the line
to drain to the lagoon.
2. Inspection and Maintenance
a) Lagoon
Inspect the lagoon surface for undesirable vegatative growth
and floating or lodged debris. Remove this material to preserve
wastewater storage capacity.
Inspect the lagoon embankment for settlement, cracking,
"jug" holes, slumps, bulges, seeps, damp areas, erosion, and
rodent damage. Trees and bushes are to be removed as their roots
provide paths of wastewater migration through the embankment. If
the above conditions are noted, they should be reported and
corrected.
Wastewater piping to the lagoon and recycling piping/pumps
are to be inspected. Pipes should be properly supported to
prevent breakage. Leaks are to be repaired.
The suction screen on the inlet of the pipeline pump is to
be kept free of debris.
bj Pipeline
Quarterly pipeline pressure testing will be conducted as
described above. If a decrease in pressure is detected, the leak
will be located and repaired.
During operations the pipeline will be walked and inspected
for leaks. Leaks may be indicated in the soil above the leak by
depressions, soft spots, abnormally wet conditions, and
accumulation of salts or minerals.
If a leak is detected, it will be repaired immediately,
recorded and reported.
cj Diversion Ditches
Ditches intercepting storm runoff prior to reaching the
lagoon are to be cleaned and graded to insure their effective
�Iw 8

operation in diverting storm water from the lagoons.
V WASTE UTILIZATION PLAN
The following calculations are based on information provided
by Parks Blake, District Conservationist, Harnett Soil and Water
Conservation District, Lillington, NC [phone].
Farm 86 is a 1,000 sow farrow to feeder operation. Farm 92
is a 1,200 sow farrow to feeder operation. PAN is assumed at 6.5
lbs/animal unit/yr (NCSU/ NCDA spreadsheets shown in 633-46).
This results in 6,500 lbs/yr PAN for Farm 86's lagoon and 7,150
lbs/yr PAN for Farm 92's lagoon.
PAN application limits for Coastal Bermuda in the following
soils are:
Blaney
240
lb/acre/yr
Gilead
300
lb/acre/yr
Blanton
175
lb/acre/yr
Vaucluse
270
lb/acre/yr
The above limits are increased by 50 lb/acre/yr for
Bermuda overseeded with Rye.
The attached drawing (Site Plan 1" = 300') shows the
pastures and hydrants mentioned below. The gun is retrieved to
each hydrant in a radial pattern. As each "pull" of the reel
retrieves the gun to the hydrant, the possibility exists for the
soil in the vicinity of the hydrant will become saturated from
converging pulls, creating runoff. For this reason the gun cart
must be stopped well short of the hydrant to prevent multiple
applications of wastewater to the same soil within the frequency
limit specified below. The location and length of each pull
should be staked so that successive pulls to the same hydrant may
be planned to prevent runoff.
9

Farm 86 Application Field Requirements
Field
Acres
Soil
Recom-
Applic-
Freq-
Applica
mended
ation
uency,
tion
Maximum
Amount,
Days
Limit,
Irrig-
In. per
Lbs-
ation
Applic-
PAN/yr
Rate,
ation
In./hr
A
10.6
Blaney
0.60
0.95
3
3,060
B
12.3
Blanton
0.75
0.65
2
2,760
6.0
Gilead
0.35
1.90
6
2,100
C
13.7
Blanton
0.75
0.65
2
3,080
Total
42.6
11,000
(per Technical vuj-ae Section ik-u, USDA, bcs, Nu, jun I6)
Application limit of acreage available to Farm 86 exceeds
its PAN generation of 6,500 lbs/yr.
M
'�.V 10

Farm 92 Application Field Requirements
Past-
Acres
Soil
Recom-
Applic-
Freq-
Applica
ure &
mended
ation
uency,
tion
Hydr-
Maximum
Amt.*,
Days*
Limit
ant
irriga-
In. per
lbs-
tion
Applic-
PAN/yr
Rate*
ation
In./hr
D
17.9
Blaney
0.60
0.95
3
5,190
E&F
N/A
G
19.1
Blaney
0.60
0.95
3
5,540
H
54.7
Blaney
0.60
0.95
3
15,860
27.3
Gilead
0.35
1.90
6
9,550
9.0
Vaucluse
0.47
1.45
5
2,880
Total
128.0
1
39,020
wecnnicai uuxae becrxon 11-u, ubva, ,Lb, Nam, Jun /d)
Application limit of acreage available to Farm 92 far
exceeds its PAN generation of 7,150 lbs/yr.
Weather and soil moisture conditions permitting, spray
irrigation will be conducted year round as per the attached Table
�! "Traveling Irrigation Gun Settings"

Retraction speeds listed below are minimum speeds for the
soils listed below based on the following assumptions: Bermuda
Grass overseeded with Rye, using the equipment listed above with
1.02" taper ring nozzle, 115 psi at turbine inlet, 60 psi at the
nozzle (yielding 214 gpm), 160' spray radius, 300' arc.
The Application Rate (Precipitation Rate) is calculated at
0.38 in/hr, which approximates the recommended maximum
application rates for the most restrictive soil, which is Gilead
(Technical Guide Section II-G, USDA, SCS, NC, Jun 76). If it is
desired to operate at less of the recommended maximum application
rate, the nozzle should be changed to a smaller size and/or the
pressure reduced (e.g., to operate at 0.5 the recommended maximum
application rate over Gilead soils or 0.17 in/hr, use 0.87" taper
ring nozzle and reduce turbine inlet pressure to 50 psi).
Soil
Application
Frequency,
Retraction
Amount*, In.
days*
Speed, ft/hr
(summer
perennials)
Blaney
0.95
3
100
Blanton
0.65
2
165
Gilead
1.90
6
50
Blaney
1.20
5
65
(winter)
(* Technical Guide Section II-G, USDA, SCS, NC, Jun 76)
12

Table 1, Field Specifications
Field
No.
Useable
Size,
Acres
Soil
Type
Slope,
%
Crops
Max.
Applic.
Rate,
In./hr
Max.
Applic.
per
Cycle,
In.
A
10.6
Blaney
0-4
Brome
0.60
0.95
B
12.3
Blanton
2-6
CB/R
0.75
0.65
B
6.0
Gilead
2-6
CB/R
0.35
1.90
C
13.7
Blanton
0-5
CB/R
0.75
0.65
D
17.9
Blaney
0-6
CB/R
0.60
0.95
G
19.1
Blaney
1-5
CB/R
0.60
0.95
H
54.7
Blaney
0-4
CB/R
0.60
0.95
H
27.3
Gilead
0-4
CB/R
0.35
1.90
r--T
9.0
Vaucluse 1
0-2
j CB/R
0.60
0.95
Comments: Field A is seeded in Mahia Brame Grass, the
remaining fields are Coastal Bermuda overseeded with Rye.
Evapotranspiration rates for Mat. Brome are unknown, but assumed
„ to be equivalent to Coastal Bermuda overseeded with Rye. A
significant difference between Brome and Bermuda is that peak
transpiration rates for Brome are during the winter months.
Fields H & I are reserved for future use.
Table 2, Traveling Irrigation Gun Settings, is included as an
attachment.
' 13

Table 4, Irrigation System Specifications
k4" Farm 86 and Farm 92
k..,
Flow
Rate of Sprinkler
214 gpm
Operating Pressure at Pump
160 psi
Design Precipitation Rate
0.32 inches/hour
Hose
Length
980 feet
Type
of Speed Compensation
Mechanical
Pump
Type
Engine
Pump
Power Requirement
50 hp
Wastewater will be sampled annually for nutrient content.
Application soils will be sampled annually for lime requirement,
copper accumulation, and zinc accumulation. The above
application rates will be adjusted accordingly.
Table 5, Thrust Block Specifications
Location
Thrust Block Area
6"x6"
Tee
4 sf (see detail on plan
sheet)
6"x6"
90° Elbow
4 sf
6"x6"
450 Elbow
3 sf
6"x4"
Hydrant Tee
4 sf below Tee and "collar"
around riser pipe 1.5' thick,
3.5' diameter, with top of
collar located 1' below grade.
Dead
End
4 sf
VI RECORD KEEPING
Pumping records, lagoon levels, field applications,
precipitation, leaks/spills, emergency response, etc. will be
kept as per the Certification Training for Operators of Animal
Waste Management Systems Manual.
Records of the annual Wastewater and soil samples analyses
will be kept.

A minimum of two compliance inspections per year will be
conducted by the State, one by DWQ, NC DEHNR and one by NC
Division of Soil and Water. Both inspections will include all
facets of hog waste management (e.g., waste generation,
collection, storage, distribution, application, and percolation).
Items not in compliance with the Waste Management Plan will be
cited as violations.
The above records -will be maintained for five years.
VII EMERGENCY ACTION PLAN
See attached checklist
VIII ODOR CONTROL
See attached checklist
IX INSECT CONTROL
See attached checklist
X MORTALITY DISPOSAL
�%_' See attached checklist
1._. 15

Richard R. Rust, PE, PhD
Environmental Consultant
�`- 5641 Piper Drive
Fuquay, NC 27526
[phone]
6 February 1998
Mr. Parks Blake
District Conservationist
Harnett Soil and Water Conservation District
County Office Building
PO Boa 267
LilUngton, NC 27546
SUBJECT`. Animal Waste Management Plan Certifications for
Carrol's Foods Inc. Farm 86 (Facility No. 43-14) and Farm 92 (Facility No. 43-13);
Located on State Road 1105, Harnett County, NC;
Owned and Operated by B.T. Sanitation (Billy Thomas and Thomas Womble);
Mailing Address: Route 2 Boa 59-A Cameron, NC 28326-9304
Dear Parke:
Thank you for your assistance in helping me prepare the enclosed Animal Waste Management
y `ter Plan and the Certifications for the above referenced farms.
I have inspected the irrigation pipelines for the above referenced facilities. I was present
during pressure testing and no leaks were detected. Please find the enclosed changes to the Animal
Waste Management Plan which reflect the as -built conditions and replace the pages in the Plan
previously submitted with the enclosed pages.
I have mailed copies of these changes to NC DEHNR, Division of Water Quality, Water Quality
Section, Compliance Group, Box 29535, Raleigh, NC 27626, along with County Road Maps showing the
location of the farms.
Please let me know if further action on my part is required to bring these two farms into
compliance with 15A NCAC 2H .0200.
Richard R. Rust, PE, PhD
Environmental Consultant

Rickard IL Rust, PE, PhD
Environmental Consultant
5641 Piper Drive
Fuquay, NC 27526
[phone]
6 February 1998
NC DEHNR
Division of Water Quality
Water Quality Section, Compliance Group
Boa 29535
Raleigh, NC 27626-0536
SUBJECT: Animal Waste Management Plan Certifications for
Carrol's Foods Inc. Farm 86 (Facility No. 43-14) and Farm 92 (Facility No. 43-13);
Located on State Road 1105, Harnett County, NC;
Owned and Operated by B.T. Sanitation (Billy Thomas and Thomas Womble);
Mailing Address: Route 2 Boa 59-B, Cameron, NC 28326-9304
Dear Sir.
I have inspected the irrigation pipelines for the above referenced facilities. I was present
during pressure testing and no leaks were detected. Please find the enclosed changes to the Animal
Waste Management Plan which reflect the as -built conditions and replace the pages in the Plan
previously submitted with the enclosed pages.
I have mailed copies of the changes to Mr. Parks Blake, District Conservationist, Harnett Soil
and Water Conservation District, County Office Building, PO Bog 267, Lillington, NC 27546.
Please let me know if further action on my part is required to bring these two farms into
compliance with 15A NCAC 2H .0200.
Sincerely, --•—
Richard R. Rust, PE, PhD
Environmental Consultant

TAB A
Animal Waste Management Plan Certification
(Please tn-pe or print ail inforrsation th= does not "uirr a sizaat.-c)
Z.,zistine for Neir or Expanded Weasse circle one)
eneja1Informntinn:
Narne of Farm:eUiZ.A2ee- c_. `S F'ocl7 , PA-f?_rn Fatuity No: 4 3 14k
O,.,.'re:-(s) Name: . -SAt~stTP."rI C3w Pzone \o: (9t9) 4AM 7-Sol
h•laHire Address. �00T,- 2R_ B 0 Y 5 9 -3 C AMq"zc, m 9C Z832G,--930c!
Fanr: t ocarion:
Ceunry Farm is located in: k0,-,}.3tr Ti
Latitude and Longitude: _N 35' i 5' t6" / W (5
Plea.se ar_ca a copy of a county road map with location identified and descHbe below (Be specific: road
name_, directions. ntilepom c:c.):
IS rni LOCFAT
tLCtaN SR 7-4
6OUT4 nt1 ROAD
tip5 7 tr A
G $'fZ? Akc%-4'i
L%FF;7 I CG a)Q 1zt G H
S -t
T=c o r T A T
Oneration Descrioti
ape of Swine No. of.4nimais
:1 a'=--t to Fe-cr
Fe«e: to F :nish
F_:..x to We=
2 F=—, OW to Fe= :e: 1 p DD _;SmQ
1 Fa_raw to Fudsh
Tipe of Poultry No_ ofAnimds Tne of Carrie
:2 Layer - Daffy
_ i P•.11c:s =Her:
No. ofelnimrL
Other Tipe of LiresrocL- V tuber of Animals.
Opersdon ontr
Previous Design Caaacirv: Addirional Design' Ccpacirr. -- - - --
Total Design Caaacin•:
Acrraze Available for Applicarion: 54. o Required
\umbe_ of Laoans ! Storast: Ponds : I Total Canaciry- �S l t o00 ,. Cubic Feet (ftS)
Are subsurface dr: ins present on the farm: YES or "O (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPP kY FIELD (please circle one)
=a"-W—Mm## *Mom****
Owner t .Manager agreement
I (we', Ve::rn Lizrall the above itife=tion is coat=t and will be tmdatd upon cit=&;. I (wc) Leader -stand the operation and
mai:u_z:r_= proccd::res established in the approved anirmal waste tnanagc==r Flan fc. the farm aamed above had vrM
imps-r. fit these prat=dures. I (we) know that any expansion to the'esisting desien =--='ty of the waste utrumeat and
Storage sti•s:=::t or construction of new facilities will re_iire a new ere.-tifcation to be submitted to the Division of
r-wirn.:.ee:ai fit=:.ale.-nrrt befor_ the new animals are stocked I (we) understand that th= must be no discharge of aniasal
Waste -t :.L:. storarc or application system to aura._ waters of the state either dire=dy through a math-tnadc convc,
yan= or
fronn a storm event !.ss severe than the ?s-year. 2-:­hour storm and the_ must not be run-off from the applicaion of anisaal
.'star I (we) und.: -.and that run -of', of pollutants fmm Ieungint and h=,.-%, use areas must be tttinitnized using =finical
stand;.-; s d..-ripped bV the Nalur_! Itcsouic_s Conse.-t•_tien Spice. Tnc arpr�vcd aI= will be filed at the farm and at the
oiri_c of :Z_ iacrl Soil and dater Conscn•=lion Dis;.-i.:. I kwer f:nc+:t that art1 mod iuczLcn must be approved.by a ter^-bai= 1
red suc=tted to the Soil and Water Conse.n-ation District prior to itncic-.j=:a:ion. A chaa_c in and own=:anti?
re�sir.: u•:i::.n ner:i:ation to DEN1 or a nv.v : nib =icr. of thz =roved pian is caan='s within 60 days of a tide trans:---.
\aria of L1_n �s r
•••*!'tutu; e�
�srte of � l:in• :pail d'itre-_,nt from owners:
Date:
Siznature:
Date:

Technical Specialist Certification
As a technical specialist designated by the North Carolina Sail and Wale; Conservation Commission pursuant to 15A
`" - CAC 6F .0005. 1 ce:tifv th2t the animal waste m&naQement system for the farm named alcove has as =nisi waste
trtan g== pian that me_:s or esc=:s standards and spe;cifitmtiotts of the Division of r.Eaviron=ml Management (DB4)
as spc=iried in ] ;A NC.t,C 21i.0317 and the USDA -Natural Resources Conservation Sen-ice (\RCS) and/or the North
Carolina Soil and Water Conscm-ation Commission pursuant to 15.E NG-%C 3H.0217 and 15A SCAC 6F .0001-.0005. The
following e!e:ae.-zts are included in the plan as applicable.. VrIhUc each eatcgon• designates a: finical sp=Wist who tray
sign =cs c—.incation (SD. SI. WL?• RC.1). the technical specialist should only c.iiypans for which they are technically
comtz_.�»L -
II 6-LardficatioiI i of DBSI ,71
A) Collection. Storacre. Treatment System
Check the appropriate ba:
?` Exist' ?-61in vvithout retrofr (SD or VrUP)
Storage volume is adequate for operation uaacity; storage capability catuistezt with waste utilization
• re ;trirnmeats. '
:=l expanded orretrofitted facility (SD) ..
Animal vmsm storage and treatment structur-cs. such as but not limized to coP.;ctidn systems. lagoons and panels.
have been designed to mew or tic-ed the minimum standards and specincati=s.
Naine of Technical Specialist (Plegse Print):_ �tcN ��� �. �`�T , t I
AraBation: �-s C P E I- [ 3 to 8) '
�.ddress(Aeencv,, : ��41 �� tPptZ O:oWP,,A 1.SG 2Tg2 Phone No.: (6. - o`�cl�
Si4Ttantre: ,
B) Land iic-atinSite (NTUP)
The plan pro%ldes for minimum ser-m-Adons (buffos): adeivata amount of land far %asic p fllmttion; chosen crop is
suitable for waste mmnagezztat; hydraulic bad nuaient'loadiag razors- 4
Name of Technical Specialist (Plewe Print): 'i�tet��,�n �• izP Pk7
Afiiiadon: NC PC �P-
Sisaratttr�:
C7 Runoff Contrnigfrom Exterior
Check the appropriate box
$I )=ac*tin• %virhou_r exterior lots (SD or NVUT or RQ
This fzzilizy does not contain any emterior low.
Enciliry aith exterior lots (RQ
Methods to minimize the run off of pollutants from lounging and heavy use ;.ems have been designed in
a:ecr•'.r.-zc; with =finical strnd:sds deselaeed by 1RCS.
ante of Technical Specialist (Plezie Print):_ Q • `BUST � �L Fh
� Ai:-.It=ion:_to �9
Si�t�_:•_rz:_�
sac: 2 0 AOC; 9 �i
A WC - .lei:u_r. !• !99-

D). A_nyUcgtinn-pnO Handjij3vEaVjl2Me[jt
Check the appmpriare bon
kting x .anding facility with exi 'n j w cte applic2don sguiment(G� UP or n
Animal waste application a uipmcnt spe_i fed its the plan has been either field c:dr=md or evaluated in
ac:ordance with existing design charts and tables and is able to apply waste as z==s=ry to aesp:.«-zod- the
waste maaaz_-e::t plan: (existing application equipniezt can cover the area reoWred by the plan at rases not to
exceed eitbzr the spe-cified hydraulic or auuicat loading saxes. s schedule for ticng of arriications has be=
esualisacd: re__ired bur.'e.-s can be maintained and caiia:ation and adiustme:tt as part of
the plan).
J Neer. exnande. or existing, aci •tv without eia Vac ai-�rian G_.:.,.-,...• f �^`.
inj anti (1) - -
Animal waste applic;tion egtupmct specific is the plan bah ben designed to apply waste as ;. ss:.r_: to
acco mod=•_ the waste manaEcaie:.t plan: (propose 2F?lication ecuiptacu = Ayer =aria by tb*
plan at rates not to ex=d tithe: the specified bye.-aulic or nutrcf: loading :arcs: a sue: tle for timia6 of
appiirasieas b:s era establitae.-', r uirc bttfiez c:a be �acfsifzed; t Barad sad ad sst�. t gnid=-- ar-
coot asap as F ; of the plan). _
1J IS;C • _exranded. or-ZiMing fac,�ltt�• without istirt� vqte aenitCatton r_••:tLImem f r land
e•+d' a n t etc" Q v ea (W-L-P or I)
Animal waste application e=ipmeat specified in the plan has be=-scL-rzd to apply vr= as Tsars= to
accatxsnsodate the waste fz;:nage:n= plan: (prepose-4 application equipment tan cavcr :he area stw^.irc by tba
plan at rates not to excel either the specsfed b rdraulic or nutrient loading raus; a for timing of
applications his been cstablish-A- required buffs--s un be maint_ned- raironxion and f ?west guidane! s:e
contained as part of the plant).
Name of Technical Specialist (Please Print): ZO-INEZ-0
Affiliation: l x Pe .1 l �
�y idress(A
Signature—,
Noy
Zo AV G 9"7
E) Odor Contmi, Insect Comm]. A 'tr ao eta a 12l
51, NVUR, RC a 3
Tn_ u-asie manar=znt plan for this %acuity includes a Waste vlaaage=t odar Control Cae6d,; t, eta I = Coatrel
Checklist_ a Mortality Management Checklist and as Bincrgencv Action Plan. Sous of borb odors had ins=s
have beta evaluated with respect to this site and Best yianagemeat Pr=dcrs to \jinir. j= odors and Best
M=22-e--ie'it Prac:i=s to Control Instep have been scl=cd and included in the waste Ir3w=z=--z Fk= Both the
-Morsiiry lianag t Plan and the E=c peaty Action Plan are cosaplesa and can be imple . ' by Lzis : arMry-
Name of Technical Specialist (Plcyse Print): Tt [ 'F
Affiliation: L' 'P — u t
Address(A
S i! nature:_
0
X No.
7� AOG c� 7
F) Ii'titten Notice of Ne«• or s indinQ E%vine F2rm'
The foIlouine signature block is only to be used for new or expanding seine farms that be;in construction after June
�I. 1996. If the facWty .ras built before June 21.1996.when ,ems it constructed or last expanded
l to e; cr:tifv this 1 t ae) hart atte-.vte: to cantar. b.• cs::t led :nail all—'ioining pepper• ou-nc:s .=a-cn-' awz1e s
u-ho own Frc+pc-ny Icc=cd -`toss a rubiic road. stir::. or highwat_- from ties reel.• or ezpandin= shrine fa.:_ Tac notice wras in
cot::pliarsct a itp the :—L.
ire . ru of 1CGS IOti-SO{. A c=ry of •We :tiler and a list of the leer w ti:�. is
a rr:s no
lame of LandO)rnew-
e.
w
` Zaiifrt Dat _
`a�' me of liana)• :► t i:girt o..�;: t• T
• �. -
Siu-nature _ Date: -
ANVC -- ,innuar% -

1II. Certiflcafion of Installation
A) CnIlection. Stornge.Treatment a n
-e%v. expanded or rerofilid facility (Sl)
Animal waste storage and trcatm= nrncures. such as but not limited to lagoons and ponds, have bt r Ins-,IlCd in
accordance with the approved plus to mar. or exc=d the Minimum stand tds and spedfications.
Far esisring fac.R es wuhour rctrcjT,� no ctnri anion is naessan.
IN ame of Technical Specialist (Pl:3c
Affilhation:
Address(Agncy): one No.:
S i --nature: Dais; -
B) Land Anylic2tionSite (NN'UP)
Clerk nct appropriau bat
The cropping system is in place on all land as speed in the animal uwm tnanagge=ent plan.
Conditional Approval: all required land as specified in the plan is ciestedfor pl=dng. the cropping str.g=
as spec -Mad in the aas-.e utilk—tion plan h:s not be= esraciisbed and the ownerhas com:nitrea to c=blith the
ti egr.;:sion as socc-ifird in t$e Tina by (monthldaytyear); the propo= cover trap is app riot;
for comaiiancc %ith the wastertiiszarion pica. -
0 Also check- this boa if appropazte
if the mmWing *T= as specified in the plan can not be established on newly cir_rrl land witlzsn 30 days
of this =uficatim the cm-aw has com:aiaed to establish an itumim crap for cosion conaol;
. ame of Technical Specialist (Plr-asc Print)•
Af tiiation: NC (E A 13 sc)
Address(Agc cv • AMn� A-S A� crvLI -
Phone No.:
Sisnature:
This following signature block is only to be used when the box for conditional approval in III. B
above has been checked.
I (ire) olio• that i (we) hare committed to csnblish the =uppirsg syn= as specified in my (oar) %.rite util = iaa pla= and
if aapropriate to esrablish the inte::a crop for c:osion control. and will snbasit to DENT a -.vdE uion of comple on ft= a
Tec nip Specialist within 15 csicrdz days following the -date specified in the conditional t=dficatioa. I (we) r_ M= %!=
failure to subrrit this ver.5cation is a %ioiuioo of rise w-w-m =,aagtz = plan and v6ill subj=sae (us) to an =[orreacru
scion from DEM.
Name of Land Owner:
Signature- Date:
l ame of \ lana-verf if diffe ni from o rne:1:
Signzture: Date-
AWC

(;)jkunofEContrn1j frgrn Exterigr Lots (RC)
•a ility with egterior
Methods to minimize use rut off of pollutaou from lounging and heart use arras here been installed as Spo~f,c--,
in the plan.
Forjaciiities without exterior Ions, no cerrijicadon is necessary.
'Name of Technical Specialist (Please P::at):
A;i'liation:
Address(Aeency)• Phone No.:
Siz::ature: -- _ -- _ _ _ -Da -:
D) a imUcntinn and Handling. EgIli meat Insmllation [4i'L'P or I)
cker-. the aapropricre clod
Animal waste applicz!ion and hab 'd..n` g =utprrseat spurted in the plan is on sit_ and re`d:- for use:—.'ibrztir_
and adiLstM' =t. E=--s_ls bve be= pro► -id d to the own= and are coaWned zs tom, of ter pram.
CS Animal waste application acid hen drug e`aipmeat sra- Red in tha plan has not Seen inrwled but the oR=
has praposed ]easing or thin: parti app3icdon an
contract .- »d has prorzdrd z signed convz=.sin: spur.:' is
cont agre2s with the r=uiremu of the putt: required buffers can be maint,iaed. calibration and
adjustment guidance have b= pro«dedd to the crw-ne:z and are contained as par, of the rice.
Conditional appro� al: Anima[ mast= aanlicaricn and has +c.Iing e;;uiptr = sp=itc;::n the pig Sax be=
purchase` and will be on site and ins-«alle; by .. I / 3a /9 7 (mouth/darh-=* their is adertnate storage :o
hail the waste until the is iastaIlcd and unu'I the w-a3te tart be land 4plied in at, �cra..ance with th_-
croppin g syn= container in the ;Ian: and calibration and adjusm=t guidan= have he= provide.-' to the
ow-n= and eta conuice:i as ;an of the plan. r
Name of Technical Specialist (Please P.-int): 2. . i�)�T , �G
r'aivatton: UC_ -P -4- IS G 89 ..T.
Adaress(A gene•)- a N:S A43 "iF Pbone No.-
SignaMre: _ _. i �— _ Daze: Zn Alin "I
The following signature block is only to be used when the box for conditional approval in Ill D
above has been checked.
I (we) certify that I (we_; have committed to rt:rchase the animal waste application and handling eauiatnent IS
sFecaiied in my (our) waste manageme :t plan and will submit to DIRM a verification of de?iverr zrtd'insailation
from a Technical Specialist within 15 ccale.-idar datis followinz the date spe` fled in the conditional cz.-&'-orlon. I
(u-e) realize that failure to submit this vc:-:u`c='on is a violation of Lhe waste manage scat plan and will subie—_ :me
(us) to an eniorcr-aera action from, D.
,\Name of Land-9;przter.:. Ii(I �.� � �yr+�+ AT
4
Name of \I
Si,,nature:_
from ou;te=�•
Date:
Dat
E1 Odnr Contrnf. Tn5egt Cnntrni and NinrtnHrv'\TnnaLzP e. t ISISL N% . RC nr T)
-'hods to control odors and insetsc s as ectried in tr.Y P'zn h_tie ber:s installed --nd arc os _
_c-.ioral. Tat
mor._iitY ma:.z_-:nets: system as i:. - e P!ar.. ;.as also be--:: ins:aiied and is
\arse of Technical Specialist (please Q_ P-V�Ta PE
S�_.IUre:
W -- 1:,,:uar_ i. ivg:
�iCttt `L.:
D_te:7QA9 7

Pi ease return the completed form to the Division of Water Quality at the following address:
Department of Environment, Health, and Natural Resources
Division Of Water Quality
Water Quality Section, Compliance Group
P.O. Box 29MS
Raleigh, `C=7s=b-o5:5s
Pease also remember to submit a copy of this form along with the complete Minimal Write
-Management Plan to the locsI Soil and Water Conservation District Office and to keep a copy in
your files urith your animal Waste Manacrement Plan.
X
- lNV C » Ianuar, _- 1.1,17 6

TABLE 2 - Traveling Irrigation Gun Settings
Eauioment Reel: ABI 90 AT 985 with Turbine Drive Gun; Nelson SR 150 EQUIPMENT SETTINGS
Field - I
Hydrant -
Dir of Pull
Travel
Speed
"n
Application
Rate
iNhr
TRAVEL_ LANE
Wetted
Diameter
feet
Flow
Rate
m
Nozzle
Diameter
inches
Operating
Pressure
@ gun ps
Operating
Pressure
4reel
Arc
Pattern
d Tees
Wetted
Acres
Comments
Effective
Width fl
Effective
Len fl
Hours per
Pull
FARM 86
A-1
1 1.67
1 0.60
140
1 510
5.1 190
1 214
1 1.02
1 60
115
190
1 1.64
A-2
1 1.67
0.38
1 240
1 670
6.7 320
1 214
1 1.02
1 60
1 115
1 300
1 3.69
A-3
1.67
0.38 1
240
1 950
9.5-L 320
214
1.02
1 60
1 115
1 300
1 5.23
B4
2.75
0.63
200
490
3.0
250
214
1.02
60
115
180
2.25
B-5
2.75
0.38
240
430
2.6
320
214
1.02
60
115
300
2.37
B-6
2.75
0.38
240
480
2.9
320
214
1.02
60
11
300
2.64
B-7
2.75
0.38
240
940
5.7
320
214
1.02
60
115
300
5.18
B-8
2.75
0.38
240 1
1060
6.4
320
214
1.02
60
115
300
5.84
C-9
2.75
0.38
240
450
2.7
320
2i4
1.Q2
60
115
300
2.48
C-10
2.75
0.38
240
660
4.0
320
1 214
1.02
60
115
300
3.64
C-11
2.75
0.38
240
1 750
4.5
320
214
1.02
60
115
300
4.13
C-12
2.75
0.38
1 240
j 640
3.9
32D
214
1.02
60
i 15
300
3.53
42.62 'total Effective Wetted Acres, Farm 86
FARM 92
G-1
1.67
0.38
240
710
7.1
320
214
1 1.02
60
115
300
3.91
G-2
1.67
0.38
240
810
8.1
320
214
1.02
60
115
300
4.46
G-3
1.67
0.38
240
740
7.4
320
214
1.02
6D
115
300
4.08
G-4
1.67
0.38
240
500
5.0
320
214
1.02
60
115
300
2.75
G-5
1.67
0.38
240
340
3.4
320
214
1.02
60
115
300
1.87
G-6
1.67
1 0.38
1 240
370
1 3.7
1 320
214
1.02
60
115
300 1
2.04
D-7
1.67
0.38
240
580
5.8
320
214
1.02
60
115
300
3.20
0-8
1.67
0.38
240
620
6.2
320
214
1.02
60
115
30D
3.42
D-9-A
1.33
0.32
18D
540
6.8
260
147
0.86
60
93
300
2.23
D-9-13
1.33
0.32
180
810
10.2
260
147
0.86
60
93
300
3.35
D-10-A
1.33
0.32
180
660
8.3
260
147
0.86
60
93
300
2.73
D-10-B
1.33
0.32
180
720
9.0
260
147
0,86
60
93
3Q0
2.98
H-11-A
1.33
0.45
160
1070
13.4
220
147
0.86
60
93
210
3.93
H-11-S
1.33
0.45
160
650
8.1
220
147
0.86
60
93
210
2.39
H-12-A
1.67
0.38
240
1070
10.7
320
214
1.02
60
115
300
5.90
H-12-8
1.67
0.38
240
780
7.8
320
214
1.02
60
115
300
4.30
H-13-A
1.67
0.38
240
1070
10.7
320
214
1.02
60
115
300
5.90
H-13-B
1.67
0.38
240
900
9.0
1 320
214
1.02
60
1 115
300
4.96
H-14-A
1.67
0.38
240
1070
10.7
320
214
1.02
60
115
1 300
5.90
H-14-B
1.67
0.38
240
960
9.6
320
214
1.02
60
115
300
5.29
H-15-A
1.67
0.38
240
1070
10.7
320
214
1.02
60
115
300
5.90
H-15-B
1.67
0.38
240
1070
10.7
320
214
1.02
60
115
300
5.90
H-16-A
1.67
0.38
240
1070
10.7
320
214
1.02
60
115
300
5.90
H-16-B
1.67
0.38
240
500
5.0
320
214
1.02
60
115
300
2.75
H-17 A
1.67
0.38
240
1070
10.7
320
214
1.02
60
115
300
5,90
H-17-B
1.67
0.38
240
700
7.0
320
214
1.02
60
115
300
3.86
H-18-A
1.67
0.38
240
1020
10.2
320
214
1.02
60
115
300
5.62
H-18-B
1.67
0.38
240
1070
10.7
320
214
1.02
60
115
300
5.90
H-19-A
1.67
0.38
240
870
1 8.7
320
214
1.02
60
116
300
4.79
H-19-8
1.67
0.38
240
1., 1070
1 10.7
320 1
214
1.02
60
115
300
5.90
127.96 Total Effective Wafted Acres, Farm 92

R i \
vUKdh:
Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Sc Practices
i
Farmstead a Swine
C1 Vegetative or wooded buffers;
O Recommended best management practices;
0 Good judgment and common sense
Animal body surfaces a Dirty manure -covered animals O Dry floors
Floor surfaces a Wet manure -covered floors Cl Slotted floors;
0 Waterers located over slotted floors;
0 Feeders at high end of solid floors;
0 Scrape manure buildup from floors;
0 Underfloor ventilation for drying
Manure collection pits a Urine; 0 Frequent manure removal by flush. pit recharge,
Partial microbial decomposition or scrape;
© Underfloor ventilation
Ventilation exhaust fans a Volatile gases; 0 Fan maintenance;
Dust l7 Efficient air movement
Indoor surfaces a Dust 0 Washdown between groups of animals;
0 Feed additives;
13 Feeder covers;
0 Feed delivery downspout extenders to feeder
covers
Flush tanks
a Agitation of recycled lagoon
f]
Flush tank covers;
liquid while tanks are filling
0
Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys
a Agitation during wastewater
I7
Underfloor flush with underfloor ventilation
conveyance
Pit recharge points
a Agitation of recycled lagoon
O
Extend recharge lines to near bottom of pits
liquid while pits are filling
with anti -siphon vents
Lift stations
a Agitation during sump tank
D
Sump tank covers
filling and drawdown
Outside drain collection
a Agitation during wastewater
0
Box covers
or junction boxes .
conveyance
AMOC - November 1 1. 1996, Page 3
M.

Source Cause 814Ps to Minimize
End of drainpipes at • Agitation during wastewater 11 Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; p Proper lagoon liquid capacity;
• Biological mixing; ❑ Correct lagoon startup procedures;
• Agitation Q Minimum surface area -to -volume ratio;
0 Minimum agitation when,pumping;
0 Mechanical aeration;
O Proven biological additives
Irrigation sprinkler • High pressure agitation; ❑ Irrigate on dry days with little or no wind;
nozzles . Wind drift ❑ Minimum recommended operating pressure;
❑ Pump intake near lagoon liquid surface;
❑ Pump from second -stage lagoon
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading;
surface • Mixing while filling; ❑ Tank covers;
• Agitation when emptying p Basin surface mats of solids;
❑
Proven biological additives or oxidants
Settling basin surface
•
Partial microbial decomposition;
Cp
Extend drainpipe outlets underneath liquid
•
Mixing while filling;
level;
•
Agitation when emptying
❑
Remove settled solids regularly
Manure, slurry or sludge
•
Agitation when spreading;
O
Soil injection of slurry/sludges;
spreader outlets
•
Volatile gas emissions
❑
Wash residual manure from spreader after use;
❑
Proven biological additives or oxidants
Uncovered manure,
•
Volatile gas emissions while
17
Soil 'injection of slurry/sludges
slurry or sludge on field
drying
❑
Soil incorporation within 48 hrs.;
surfaces
❑
Spread in thin uniform layers for rapid drying;
❑
Proven biological additives or oxidants
Dead animals
•
Carcass decomposition
❑
Proper disposition of carcasses
Dead animal disposal
•
Carcass decomposition
❑
Complete covering of carcasses in burial pits;
pits
iO
Proper location/eonstruetion of disposal pits
incinerators
•
Incomplete combustion
❑
Secondary stack burners
r. rr� ,.. .., ,. .,r r„- .ti .l4:E M•r»��rF7/r-��� ri�'T��y �,.r �_ _ .r.1•�'�#,r,
'AMOC - Noveinber 11E, 1996, Pape 4 56,
+�,t` "'•� r oer inn � ��rt�+1.�v r f4},,.0 ,�'.��*':' � �, g• FS +.�f,y �r

Cause BHP% to Mlaimlze Odor Site Specific Prictkes—
Source
improper drainage; p Grade and landscapesuch that water drains
d' water around `'.
Stan mg away Rom taGrlrtres
facilities • Microbial decomposition of
organic matter
Manure tracked onto • Poorly marntasned access ro��r1s 13 Farn, access road maintenance
public roads from farm
access
Additional Information :
0200 Rule/SMP Packet
Available From:
NCSU. County Extension Center
m
Swine Manure Manageent ;
Production Farm Potential Odor Sources and RemedieK ' EBAE Fact Sleet
NCSU - BAE
Swine
production Facility Manure Management: Pit ReChuke , Lagoon Trealment ; EBAE 128-88
NCSU - BAE
Swine
Production Facility Manure Management: Underfloor Plush - Lagoon 1'1,catment ; EBAE 129-89
NCSU-BAE
Swine
Lagoon Design and Management for Livestock Manure Tfthiment and Storage ; EBAE 103-83
ltcation Equ►prr„t EBAE Fact til�eet
Application
NCSU-BAE
NCSU-BAE
Calibration of Manure and Wastewater ;
Odors from Swine Buildings ; PIH-33
NCSU -Swine Extension
' Controlling
Environmental Assurance Program ; NPPC Manual
Odor; a report from the Swine Odrr 'bask Force
NC Pork Producers Assoc
NCSU Agri Communications
Options for Managing
Concerns in Animal Manure Management: Odor: sr,d Flies; pRO107, 1995 Conference Proceedings
Florida Cooperative Extension
Nuisance

Insect Control Checklist for Animal Operations
Source
Cause
BMPs to Control insects Site Specific Practices
Liquid Systems
Flush Gutters
• Accumulation of solids
O Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
13 Remove bridging of accumulated solids at
discharge
Lagoons and Pits
• -Crusted Solids
0 Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than b -
8 inches over more than 30 9 of surface.
Excessive Vegetative
• Decaying vegetation
0 Maintain vegetative control along banks of
Growth
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage O Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
O Cleanup spillage on a routine basis (e.g., 7 - 10
day interval during summer; 15-30 day interval
during winter).
residues (3 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 break up accumulated
solids in lister strips around feed storage as
needed.
J r c :.r�;•:1. A s �= ti.:
s''a.y�dma�llt'i�lovem�C[�l��906
re
- 'iFj � �`.O��f M.'�: >.0 '.f `•'4Lt.i•' •'S� f _ 1'Mf
-
�Fy'.'
t �• 1. �..v;�4 �, +r' f�I
; �y( •,J ftY y.� � H r �
1,i -.
I r '

�r+
Source Cause BMPs to Control Insects.
Animal Holding Areas Accumulations of animal wastes Q Eliminate low area 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
animal 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 p Remove spillage on a routine bans (e.g., 7 - Ili
Systems day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
O Provide for adequate drainage around manure
stockpiles.
Cl 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.
f
1

Mortality Management Methods
(check: which method(s) are being implemented)
ZI Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
Cr Rendering at a rendering plant licensed under G.S. 106-168.7
2 Complete incineration
❑ In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
❑ Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian must be
attached)
.L
December 18, 1996

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ENV. MANAGEMENT
RAYE7?EVILLE REG. OFFICE -
November 28, 1995
Mr. Michael Wicker
Supervisor Water Quality
Division of Environmental Health
225 Green Street, Suite 606
Fayetteville, NC 28301-5403
offf'. .q y. &a�aav
.Y52 YwAblly
9YAWaZZM &WWr V &A&6
28394
Subject: Agricultural Waste Holding Ponds
Dear Mr. Wicker,
This letter will serve to confirm our telephone conversation of this morning, concerning
the waste holding pond on the swine operation located in Harnett county and owned by Billy
Thomas of Cameron. The subject farm is listed on your Animal Operations List as Facility
number 43-11.
You will recall that I telephoned you to request that you notify Martha Tattersall, General
Manager of Woodlake, of your findings each time that Facility 43-11 is inspected by your
department. You said that you would put a note on the file to serve as a reminder that the
inspector was to notify Martha of his findings after each inspection but since this is not a
standard procedure, you could not guarantee that it would be done.
Therefore, I suggested that we call your office every six months if we don't hear from
you regarding the status of this waste holding pond_ You agreed that this would be an acceptable
method of follow-up.
You also promised to send a copy of the most recent inspection report on Facility 43-11
to Martha Tattersall for her files.
I thank you for your cooperation in this matter.
Ve ly yours
rands e '
c:Martha Tattersall
/?, S lGe
L '�./ �►', �Qt► ,J �i:� �/ i

State of North Carolina
Department of Environment
and Natural Resources
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director
0- A-14 •
NCDENR
NORTH CARouKA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
June 17,1998
MEMORANDUM `' u.�i 1998
TO: Fayetteville Regional Water Quality Supervisor
FROM: Sue Homewood
SUBJECT: Notification of Facility Number Change
The following changes have been made to the Animal Operations Database. Please make
appropriate changes in your files.
Facility numbers 43-13 and 43-14 were combined under one facility number 43-13. Facility
number 43-14 was deleted from the animal operations database.
If you have any comments or questions please feel free to call me at [phone] ext 502.
ot�/sIC, s
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post -consumer paper

❑ Division of Soil and Water Conservation 0 Other Agency
Division of Water Quality
10Routine 0 Complaint O Follou-up of DWO inspection O Follow-uD of I)SWC review 0 Other 1
Facility Number
Date of Inspection
Time of Inspection : 24 hr. (hh:mm)
0 Registered Certified 13 Applied for Permit D Permitted [3 Not Operational Date Last Operated
-� sq _�__[[ County: /!
Farm Name:..------•---- ' ......�_.. �. L:� 4 _W....... ...........................
Owner Name: g; [ ..[..........4bza . ...................................... Phone No: ......... 91 ..-.... .. ° 3� _..... ...........
Facility Contact: ...................... �r].. M.11.5.......... Q.lt!I i. Title:-----•..........................................•------ ..
...... Phone No: _--.. ..............................� .... Mailing Address: .......... h.............
/.........
............ ..�a..�.��/............................. .........MP 1..../... ................ ..� 3.b
Onsite Representative :..... ...........I..[.�t='F.' .rL5 E� 1!` Integrator:.........otrrD G ! 5 C
_............................................ .....
..._ ..�
Certifed Operator:......................a?S.............. 0'A'i .�............... Operator Certification Number•.._._
.... �....
Location of Farm:
Latitude • 6 0« Longitude • & 44
Swine
0
'o
Design • Current Design .. Current _ - Design Current
Capacity Population ' Poultry "' Capacity Population Cattle Capacity Populatiion;;
❑ Wean to Feeder
❑ Feeder to Finish
❑ Farrow to Wean
Farrow to Feeder
1,9
❑ Farrow to Finish
❑ Gilts
❑ Boars
❑ Layer
❑ Dairy
❑ Non -Layer
10 Non-Dairy
;h
❑ Other
.
Total Design Capacity:' moo
Total SSLW.'.
_ Number of Lagoons 1 Holding Ponds Subsurface Drains Present 110 Lagoon Area I0 Sprav Field Area ,
-, ❑ No Liquid Waste Management System t
General
1. Are there any buffers that need maintenance/improvement?
2. Is any discharge observed from any part of the operation?
Discharge originated at: ❑ Lagoon ❑ Spray Field ❑ Other
a. If discharge is observed, was the conveyance man-made?
b. If discharge is observed, did it reach Surface Water? (If yes, notify DWQ)
c. If discharge is observed, what is the estimated flow in gal/min?
d. Does discharge bypass a lagoon system? (If yes, notify DWQ)
3. Is there evidence of past discharge from any part of the operation?
4. Were there any adverse impacts to the waters of the State other than from a discharge?
5. Does any part of the waste management system (other than lagoons/holding ponds) require
mai ntenancelimprovement?
6. Is facility not in compliance with any applicable setback criteria in effect at the time of design?
❑ Yes 17No
[:]Yes $M No
❑ Yes
[M No
❑ Yes
0 No
MIA
❑ Yes
50 No
❑ Yes
No
❑ Yes
No
❑ Yes
KNo
❑ Yes PjNo
❑ Yes ;N No
7. Did the facility fail to have a certified operator in responsible charge?
7/25/97
Continued on back

i r
Facility Number:
8. Are there lagoons or storage ponds on site which need to be properly closed'? ❑ Yes M No
Structures (Lagoons,11olding Ponds Flush Pits etc.
9. Is storage capacity (freeboard plus storm storage) less than adequate? []Yes 2TN'o
Structure I Structure 2 Structure 3 Structure 4 Structure 5
Structure h
Identifier:
it
Freeboard (ft): ..........3f'._.....................
10.
Is seepage observed from any of the structures?
0 Yes
W No
11.
Is erosion, or any other threats to the integrity of any of the structures observed?
❑ Yes
OrNo
12.
Do any of the structures need maintenance/improvement?
Yes
❑ No
(If anv of questions 9-12 was answered yes, and the situation poses
an immediate public health or environmental threat, notify DWQ)
13.
Do any of the structures lack adequate minimum or maximum liquid level markers'?
❑ Yes
No
NVaste Application
14.
Is there physical evidence of over application?
❑ Yes
OrNo
(If in excess of WMP, or runoff/ entering waters of the State, notify DWQ)
15.
Crop type � 1..... r i..--•--.... r... �-------.. — -
16.
Do the receiving crops differ with those designated in the Animal Waste Management Plan (AWMP)?
❑ Yes
PrNo
17.
Does the facility have a lack of adequate acreage for land application?
❑ Yes
;I No
18.
Does the receiving crop need improvement?
❑ Yes
LK No
19.
Is there a lack of available waste application equipment?
❑ Yes
No
20.
Does facility require a follow-up visit by same agency?
❑ Yes
No
21.
Did Reviewer/Inspector fail to discuss review/inspection with on -site representative?
❑ Yes
Z No
22.
Does record keeping need improvement?
❑ Yes
0 No
For Certified or Permitted Facilities Only
23.
Does the facility fail to have a copy of the Animal Waste Management Plan readily available?
❑ Yes
XNo
24.
Were any additional problems noted which cause noncompliance of the Certified AWMP?
❑ Yes
M No
25.
Were any additional problems noted which cause noncompliance of the Permit?
❑ Yes
❑ No
0 No.violations or deficiencies were noted -during' this -visit. You will receive no further
correspondence about this visit
Coiitments (refer to question #): Explain any YES answers and/or any recommendations or any _otite'r cornmetits: „a
Use drawings of facility to better explain situations. (use additional pages as necessary):
AAL
Olii/�'a /1.�rea[ OC M I,?. Back W- ���)Z4 c
04e tit dk� J&/v2d-3 5e-nv w4.
I
7'kt g
wt
q.j a5� �� T 7/25/97
Reviewer/Inspeclor Name
Reviewer/Inspector Signature: , . Date: ——

Richard R. Rust, PE, PhD
Enviromnental Consultant
5641 Piper Drive
Fnquay, NC 27526
[phone]
8 June 1998
NC DEM�M R EC EVE ®
Division of water Quality
Non-DWcbnrge Permit Section DEC 2 3 199$ 1Ftif • "� 4 : -� Y 1
ATTN: SUE HOMEWOOD $ i99S
Box 29W5 FAYETTEVILLE jJJN
Raleigh, NC 27626-05M REG. OFFICE
SUBJECT: Animal Waste Operation General Permit for -
Carroi`s Foods Inc. Farm 86 (Facility No. 43-14) and Farm 92 (Facility No. 43-13);
Located on State Road 1105, Harnett County, NC;
Owned and Operated by B.T. Sanitation (Billy Thomas and Thomas Womble);
Mailing Address: Route 2 Boa 59-13, Cameron, NC 28326-9304
Dear Sue:
Thank you for helping me on the phone last week. Since these two facilities are co -located, the
enclosed "Animal Waste Management Plan" encorporates both facilities. As per our phone
converstation, I am therefore enclosing only 2 copies of the "Animal Waste Management Plan" which
addresses both of the above two referenced facilities.
Please call me if you have questions.
��-(�2� fr-

ANIMAL WASTE MANAGEMENT PLAN
CARROLL'S FOOD'S INC. FARM 86 AND FARM 92
(Facility No. 43-13)
STATE ROAD 1105, HARNETT COUNTY, NC
OWNED BY T.A. Womble Corp.
AND OPERATED BY Thomas Womble
Mailing Address: 1616 McKoy Town Rd., Cameron, NC 28326-9304
Phone: [phone]
Prepared by: Richard R. Rust, PE, PhD
Environmental Consultant, 5641 Piper Drive
Fuquay, NC 27526 [phone]
1 August 1997
Revised 10 September 1998 and 4 February 2003
Signe
Date:
Signed
Date: Z S A3
PURPOSE
, Thomas Womble, Owner
Richard R. Rust, Technical Specialist
The following document and the attached drawing constitutes
the Animal Waste Management Plan for the above Farms as required
by "The Nondischarge Rule", 15A NCAC 2H .0200.

INDEX
ANIMAL WASTE MANAGEMENT PLAN 4 Feb 03
(per CAWMP.Dec 6, 1996, DESNR DWQ & NRCS Standards)
I GENERAL INFORMATION . . . . . . . . . . . . . . . . . . . 1
II SITE EVALUATION AND SITE INVESTIGATION . . . . . . . . . . 2
A. Existing Operations . . . . . . . . . . . . 2
B. New/ Expanding Operations N/A (Omitted)
III DESIGN SURVEY
N/A (Omitted)
IVFACILITY DESIGN . . . . . . . . . . . . . . . . . . . . . 2
A. Lagoon/Storage Facility Design . . . . . . . . . . . . 2
1. Existing Operations . . . . . . . . . . . . . . . 2
a) Design Needs . . . . . . . . . . . . . . . . 2
b) Measurements and Calculated Volumes . . . . . 2
2. New/ Expanding Operations N/A (Omitted)
B. Runoff control measures . . . . . . . . . . . . . . . 3
C. Land Application System . . . . . . . . . . . . 3
1. Underground Pipeline Design . . . . . . . . . . . 3
2. Equipment . . . . . . . . . . . . . . . . . . . 4
a) Farm 86 . . . . . . . . . . . . . . . . . . . 4
b) Farm 92 . . . . . . . . . . . . . . . . . . . 4
3. Pipeline Construction . . . . . . . . . . . . . . 4
a) Laying Pipe . . . . . . . . . . . . . . . . . 4
b) Thrust Blocks . . . . . . . . . . . . . . . . 5
c) Hydrants . . . . . . . . . . . . . . . . . . 5
d) Air Relief & Vacuum Relief . . . . . . . . . 5
e) Pressure Testing . . . . . . . . . . . . . . 6
f) Backfilling the Trench . . . . . . . . . . . 6
D. Operation and Maintenance Plan . . . . . . . . . . . . 7
1. Pipeline Operation . . . . . . . . . . . . . . . . 7
a) Pump . . . . . . . . . . . . . . . . . . . 7
b) Operating the Valves . . . . . . . . . . . . 7
c) Charging the Line . . . . . . . . . . . . . . 7
d) Lagoon Liquid Level Control . . . . . . . . . 7
e) Draining the Line . . . . . . . . . . . . . . 8
2. Inspection and Maintenance . . . . . . . . . . . 8
a) Lagoon . . . . . . . . . . . . . . . . . . . 8
b) Pipeline . . . . . . . . . . . . . . . . . . 8
c) Diversion Ditches . . . . . . . . . . . . . . 8
V WASTE UTILIZATION PLAN . . . . . . . . . . . . . . . . . . 9
PAN application limits . . . . . . . . . . . . . . . . . . 9
Farm 86 Application Field Requirements . . . . . . . . . 10
Farm 92 Application Field Requirements . . . . . . . . . 11
Application Rate (Precipitation Rate) . . . . . . . . . 12
Table 1, Field Specifications . . . . . . . . . . . . . 13
Table 2, Traveling Irrigation Gun Settings, is included as
an attachment, Tab B
Table 4, Irrigation System Specifications . . . . . . . 14

Table 5, Thrust Block Specifications .
. .
. . . . . . .
VI
RECORD KEEPING . . . . . . . . . . . .
. .
. . . . . . .
VII
EMERGENCY ACTION PLAN (checklist)
Tab
C
VIII
ODOR CONTROL (checklist)
Tab
D
IX
INSECT CONTROL (checklist)
Tab
E
X
MORTALITY DISPOSAL (checklist)
Tab
F
ATTACHMENTS
Certification Form
Traveling Irrigation Gun Settings (Table 2)
Emergency Action
Odor Control
Insect Control
Mortality Disposal
Pump Curve
Soils Maps
Traveling Gun and Reel Performance Table
23 NRCS "Required Specifications"
Site Plan 1" = 250'
14
14
Tab
A
Tab
B
Tab
C
Tab
D
Tab
E
Tab
F
Tab
G
Tab
H
Tab
I
Tab
J
Jacket Pocket

Animal Waste Plan, 4 Feb 03; Page 9
operation in diverting storm water from the lagoons.
V WASTE UTILIZATION PLAN
The following calculations are based on information provided
by Parks Blake, District Conservationist, Harnett Soil and Water
Conservation District, Lillington, NC [phone].
Farm 86 is a 1,000 sow farrow to feeder operation. Farm 92
is a 1,200 sow farrow to feeder operation. PAN is assumed at 6.5
lbs/animal unit/yr (NCSU/ NCDA spreadsheets shown in 633-46).
This results in 6,500 lbs/yr PAN for Farm 86's lagoon and 7,800
lbs/yr PAN for Farm 92's. lagoon.
PAN application limits for Coastal Bermuda in the following
soils are:
Blaney
240
lb/acre/yr
Gilead
300
lb/acre/yr
Blanton
175
lb/acre/yr
Vaucluse
270
lb/acre/yr
The above limits are decreased by 25 lb/acre/yr for grazing
this crop with cattle.
The above limits are increased 75 lb/acre/yr for Bermuda
overseeded with Annual Rye and grazed with cattle (100 lb/acre/yr
for overseeding with rye reduced by 25% for grazing), subject to
the following restrictions:
1. August 31 is the last application date to be credited to
Bermuda.
2. 37.5 lb/acre/yr may be credited to Rye from September 15
- October 30.
3. No applications are made November - January.
4. 37.5 lb/acre/yr may be credited to Rye during February
and March.
5. Harvesting is required when Rye reaches 12" - 15" to
prevent shading of Bermuda. Harvesting of Rye is required
prior to heading or April 7, whichever occurs first, to
prevent shading of Bermuda.
The attached drawing (Site Plan 1" = 250') shows the
pastures and hydrants mentioned in the following tables.

Animal Waste Plan, 4 Feb 03; Page 10
Farm 86 Application Field Requirements
Field
Acres
Soil
Recom-
Applic-
Freq-
Applica
mended
ation
uency,
tion
Maximum
Amount,
Days
Limit,
Irrig-
In. per
lbs-
ation
Applic-
PAN/yr
Rate,
ation
In./hr
A
10.3
Blaney
0.60
0.95
3
2,990
5*
B
12.3
Blanton
0.75
0.65
2
2,760
4*
6.0
Gilead
0.35
1.90
6
2,100
1.70*
7*
C
13.7
Blanton
0.75
0.65
2
3,080
4*
Total
42.6
10,930
(per Technical Guide Section II-G, USDA, SCS, NC, Jun 76)
*during Rye growing seasons (Sep 15 - Oct 31 and Feb 1 - Mar 31)
Application limit of acreage available to Farm 86 exceeds
its PAN generation of 6,500 lbs/yr.
From the beginning of April through the end of August (5
months of Bermuda grass), the application limit for Farm 86's
acreage is 7,829 lbs PAN.
From September 15 - October 30 (1.5 months of Rye), the:
application limit for Farm 86 is 1,597 lbs PAN. No application
is permitted November - January (3 months). From the begining of
February -through the end of March (2 months of Rye), the
application limit for Farm 86 is 1,597 lbs PAN.
Assuming 3 lb PAN / 1,000 gal wastewater, application is
limited to 142,380 cf during the 7 winter months (September -
March). During this time 304,500 cf of wastewater will be
generated. This is a wastewater surplus of 162,120 cf.
Maintaining the neccessary lagoon volume for treatment, sludge,
and 1.5' of freeboard, the storage capacity of Farm 86's Lagoon
is 247,000 cf (5.68 months), which exceeds the surplus.

Animal Waste Plan, 4 Feb 03; Page 11
Farah 92 Application Field Requirements
Past-
Acres
Soil
Recom-
Applic-
Freq-
Applica
ure &
mended
ation
uency,
tion
Hydr-
Maximum
Amount,
Days
Limit
ant
Irriga-
In. per
lbs-
tion
Applic-
PAN/yr
Rate
ation
In./hr
D
17.9
Blaney
0.60
0.95
3
5,190
5*
E&F
N/A
G
19.1
Blaney
0.60
0.95
3
5,540
5*
H
47.3
Blaney
0.60
0.95
3
12,670
5*
27.3
Gilead
0.35
1.90
6
9,550
1.70*
7*
0.0
Vaucluse
0.47
1.45
5
0
6*
Total
108.0
0jj
(per Technical Guide Section
II-G, USDA, SCS, NC, Jun 76)
*during Rye growing seasons (Sep 15 -- Oct 31 and Feb 1 - Mar 31)
Application limit of acreage available to Farah 92 far
exceeds its PAN generation of 7,800 lbs/yr.
From the beginning of April through the end of August
(5 months of Bermuda grass), the application limit for Farm 92's
acreage is 29,428 lbs PAN.
From September 15 - October 30 (1.5 months of Rye), the
application limit for Farm 92 is 4,800 lbs PAN. No application
is permitted November -- January (3 months). From the begin.ing of
February through the end of March (2 months of Rye), the
application limit for Farm 92 is 4,800 lbs PAN.
Assuming 3 lb PAN / 1,000 gal wastewater, application is
limited to 427,807 cf during the 7 winter months (September -
March). During this time 365,400 cf of wastewater will be
generated, which is less than the application limit. Maintaining
the necessary lagoon volume for treatment, sludge, and 1.5' of
freeboard, Farm 92's lagoon has a storage capacity of 4.5 months.
It is therefore important that the lagoon level be close to the

Animal Waste Plan, 4 Feb 03; Page 12
lowest allowable level (247' MSL) at the end of October in the
event that the ground is frozen in February.
Weather and soil moisture conditions permitting (i.e., it is
not raining and the ground is not saturated or frozen), spray
irrigation will be conducted from I February - August 31 and 15
September - 30 October as per the attached Table "Traveling
Irrigation Gun Settings". The frequency of irrigation for each
field is specified in the tables above as minimum interval
between applications.
Retraction speeds listed below are minimum speeds for the
soils listed below based on the following assumptions: Bermuda
Grass overseeded with Rye, using the equipment listed above with
1.02" taper ring nozzle, 115 psi at turbine inlet, 60 psi at the
nozzle (yielding 214 gpm), 160' spray radius, 300* arc.
The Application Rate (Precipitation Rate) is calculated at
0.38 in/hr, which approximates the recommended maximum
application rates for the most restrictive soil, which is Gilead
(Technical Guide Section II-G, USDA, SCS, NC, Jun 76). If it is
desired to operate at less than the recommended maximum
application rate, the nozzle should be changed to a smaller size
and/or the pressure reduced (e.g., to operate at 0.5 the
recommended maximum application rate over Gilead soils or 0.17
in/hr, use 0.87" taper ring nozzle and reduce turbine inlet
pressure to 50 psi).
Soil
Application
Frequency,
Retraction
Amount, In.
days
Speed, ft/hr
Blaney
0.95
3
100
1.20*
5*
80
Blanton
0.65
2
165
0.95*
4*.
100
Gilead
1.90
6
50
1.70*
7*
60
Vaucluse
1.45
5
65
1.45*
6*
65
(per Technical Guide bectron II-G, USDA, SCS, NC, Jun 7b and
Nelson SR150 Gun table)
*during Rye growing seasons (Sep 15 - Oct 31 and Feb 1 - Mar 31)
The most restrictive (highest) retraction speed is used in
Table 2-Traveling Irrigation Gun Settings to insure the
Application Amount is not exceeded for any crop in the path of
the gun.

Animal Waste Plan, 4 Feb 03; Page 13
Table 1, Field Specifications
Field
No.
Useable
Size,
Acres
Soil
Type
Slope,
%
Crops
Max.
Applic.
Rate,
In./hr
Max.
Applic.
per
Cycle,
In.
A
10.3
Blaney
0-4
Brome
0.60
0.95
B
12.3
Blanton
2-6
CB/R.
0.75
0.65
B
6.0
Gilead
2-6
CB/R
0.35
1.90
C
13.7
Blanton
0-5
CB/R
0.75
0.65
D
17.9
Blaney
0-6
CB/R
0.60
0.95
G
19.1
Blaney
1-5
CB/R
0.60
0.95
H
47.3
Blaney
0-4
CB/R
0.60
0.95
H
27.3
IVaucluse
Gilead
0-4
CB/R.
0.35
1.90
H
0.0
0-2
CB/R.
0.60
0.95
Comments: Field A is seeded in Mahia Brome Grass, the
remaining fields are Coastal Bermuda overseeded with Annual Rye.
Evapotranspiration rates for Mahia Brome are unknown, but assumed
to be equivalent to Coastal Bermuda overseeded with Rye (Parks
Blake, Harnett Soil & Water Conservation District). A
significant difference between Brome and Bermuda is that peak
transpiration rates for Brome are during the winter months.
Field I is reserved for future use.
Table 2, Traveling Irrigation Gun Settings, is included as. an
attachment, Tab B.
The 23 NRCS Required Specifications for a Waste Utilization
Plan are included as an attachment, Tab J.

Animal Waste Plan, 4 Feb 03; Page 14
Table 4, Irrigation System Specifications
Farm 86 and Farm 92
Flow
Rate of Sprinkler
214 gpm (1.02" nozzle)
Operating Pressure at Pump
160 psi
Design
Precipitation Rate
0.32 inches/hour
Hose
Length
980 feet
Type
of Speed Com ensation
Mechanical
Pump
a
Engine
Pump
Power Requirement
50 h
Wastewater will be sampled annually for nutrient content.
Application soils will be sampled annually for lime requirement,
copper accumulation, and zinc accumulation. The above
application rates will be adjusted accordingly.
Table 5, Thrust Block Specifications
Location
Thrust Block Area
6"x6"
Tee
4 sf (see detail on plan
sheet)
6"x6"
900 Elbow
4 sf
611x6"
45" Elbow
3 sf
6"x4"
Hydrant Tee
4 sf below Tee and "collar"
around riser pipe 1.5' thick,
3.5' diameter, with top of
collar located P below grade.
Dead
End
4 sf
VI RECORD KEEPING
Pumping records, lagoon levels, field applications,
precipitation, leaks/spills, emergency response, etc. will be
kept as per the Certification Training for Operators of Animal
Waste Management Systems Manual.
Records of the annual Wastewater and soil samples analyses
will be kept.

TABLE 2 - Traveling Irrigation Gun Settings
Equipment: Reel" ABI 90 AT 985 with Turbine Drive Gun; Nelson SR 150
EQUIPMENT SETTINGS
'
Field -
Hydrant -
Dir of Pull
Travel
Speed
ft/min
Application
Rate
I in/hr
TRAVEL LANE
Wetted
Diameter
feet
FFiow
Rate
I 013m
Nozzle
Diameter
inches
Operating
Pressure
un Dal
Operating
Pressure
1 0 reel psi
Arc
Pattem
degrees
Wetted
Acres
Comments
Effective
Width (ft)
Effective
I Length ft
Hours per
I
A-1
A-2 1 1.67 1 0.38 1 240 1 670 1 4.3 1 320 1 214 1 1.02 1 60 1 115 1 300 1 3.59
A-3 1 1.67 1 0.60 1 120 1 510 1 2.7 1 290 1 147 1 0.86 1 60 1 93 1 160 1 1.40_ _
B-4
2.75
0.54
200
490
1.8
320
214
1.02
60
115
210
2.25
B-5
2.75
0.38
240
430
1.2
320
214
1.02
60
115
300
2.37
B 6
2.75
0.38
240
480
1.5
320
214
1.02
60
115
300
2,64
B-7
2.75
0.38
240
940
4.2
320
214
1.02
60
115
300
5.18
B-8
2.75
0.38
240
1060
5.0
320
214
1.02
60
115
300
5.84
C-9
2.75
0.38----1
240 1
450
1 1.3 1
320
1 214
1.02
60
115
300
2,48
C-10
2.75
0,38
240
660
2.5
320
214
1.02
60
115
300
3.64
C-11
2.75
0.38
240
750
3.1
320
214
1.02
60
115
300
4.13
C-12
2.75
0.38
240
640
2.4
320
214
1.02
60
115
300
3.53
42.39 Total Effective Wetted Acres, Farm 86
FARM 92
G-1
1.67
0.38
240
710
4.7
320
214
1.02
60
115
300
3.91
G-2
1.67
0.38
240
610
5.7
320
214
1.02
60
115
300
4.46
G-3
1.67
0.38
240
740
5.0
320
214
1.02
60
115
300
4.08
G-4
1.67
0.38
240
500
2.6
320
214
1.02
60
115
300
2.75
G-5
1.67
0.38
240
340
1.0
320
214
1.02
60
115
300
1.87
G-6
1.67
0.38
240
370
1.3
320
214
1.02
60
115
300
2.04
19.1184573002755
D-7
1.67
0.38
240
580
3.4
320
214
1.02
60
115
300
3.20
D-8
1.67
0.38
240
620
3.8
320
214
1.02
60
115
300
3.42
D-9-A
1.33
0.32
200
730
6.1
290
147
0.86
60
93
300
3.35
D-9-13
1.33
0.32
200
485
3.1
290
147
0.66
60
93
300
2.23
D-10-A
1.33
0.32
200
600
4.5
290
147
0.86
60
93
300
2.75
D-10-B
1.33
0.32
200
650
5.1
290
147
0.86
60
93
300
2.98
H-11
1.33
0.38
240
400
2.0
320
214
1.02
60
115
300
2.20
H-12
1.33
0.38
240
315
0.9
320
214
1.02
60
115
300
1.74
H-13
1.67
0.38
240
740
5.0
320
214
1.02
60
115
300
4.08
H-14
1.67
0.38
240
630
3.9
320
214
1.02
60
115
300
3.47
H-15
1.67
0.38
240
960
7.2
320
214
1.02
60
115
300
5.29
H-16
1.67
0.38
240
860
6.2
320
214
1.02
60
115
300
4.74
H-17
1.67
0.38
240 1
1030
7.9
320
214
1,02
60
115
300
5.87
H-18
1.67
0.38
240
920
6.8
320
214
1.02
60
115
300
5.07
H-19
1.67
0.38
240
1070
8.3
320
214
1.02
60
115
300
5.90
H-20
1.67
0.38
240
1000
7.6
320
214
1.02
60
115
300
5.51
H-21
1.67
0,38
240
1060
8.2
320
214
1.02
60
115
300
5.84
H-22
1.67
0.38
240
210
-0.3
320
214
1.02
60
115
300
1.16
H-23
1.67
0.38
240
950
7.1
320
214
1.02
60
115
300
5.23
H-24
1.67
0.38
240
340
1.0
320
214
1.02
6d
115
300
1.87
H-25
1.67
0.38
240
740
5.0
320
214
1.02
60
115
300
4.08
H-26
1.67
0.38
240
660
4.2
320
214
1.02
60
115
300
3.64
H-27
1.33
0.32
200
660
5-3-7
296
147
0.86
93
115
300
3.03
H-28
1.33
0.32
200
540
1 3.8
1 290
1 147
0.88
1
115
300
2.48
108.04 Total Effective Wetted Acres, Farm 92

Richard R- Rust, PE, PhD
Environmental Consultant
5641 Piper Drive
Fuquay, NC 27526
[phone]
Aquifer Protection Section,
NC DENR
225 Green St.
Fayettville, NC 28301
Mr. Thomas Womble, TA Womble Corporation
1616 McCoy Town Road
Cameron, NC 28326
DEC J : 'T04
OENR - FAYE f [FAILLE REGIONAL OFRCE
15 November 2004
Mr. Parks Blake, District Conservationist
Harnett Soil and Water Conservation District
PO Box 267
Lillington, NC 27546
SUBJECT: Change to Animal Waste Management Plan
REFERENCE: NC DENR, DWQ, Non -Discharge Permitting Unit, Permit Number AWS430013 Facility
Number 43-13 (Includes previous Facility 43-14), renewed through September 31, 2009.
Dear Sirs;
Per phone conversation with Mr. Paul Sherman, NC DEN! DWQ (919 715-6697) on 3 Nov 2004,
please post the following change and its enclosed attachments to the above referenced Animal Waste
Management Plan.
The Land Owner and Permit Signing Official, Mr. Tom Womble, amends the above referenced
Animal Waste Management Plan as follows: discontinuation and deletion of spray irrigation lanes 12, 14,
16, 18, 20, 22, 24, 26, 27, and 28 contained in pasture H (as shown on "as -built" drawing sealed 2/5/03 of
above referenced permit) serving Carroll's Foods Inc.'s Farm 92.
As the Technical Specialist for designing this Non -Discharge Animal Waste Management System,
I have calculated the impact of the loss of this acreage on the ability of Farm 92's Animal Waste
Management System to store and dispose of waste generated from Farm 92. With the remaining lanes
and previously permitted Management Systems: crops; soil types; lagoon capacity; and pump, reel and
spray equipment; the loss of acreage has the following impact:
During the 7 months of September through March, Farm 92 may generate more waste than it is
permitted to apply. Previously, Farm 92 was permitted to apply more than it was estimated to generate
during fall - early spring. While the loss of acreage does not impact the Lagoon storage capacity of 4.5
months, the CHANGE PLACES ADDED EMPHASIS ON the Animal Waste Plan's: Section IV D. 1. d)
Lagoon Liquid Level Control; and Section V, Farm 92 Application Field Requirements " ... The winter
surplus will consume 2.2 months (or half) of storage capacity. It is therefore CRITICAL that the lagoon
level be close to the lowest allowable level (247' MSL) at the end of October, especially in the event that
the ground is frozen in February or March..."
Sincerely,
- Z LfZ]2_,.1_r
Richard R. Rust, PE, PhD

ANIMAL WASTE MANAGEMENT PLAN
CARROLL'S FOOD'S INC. FARM 86 AND FARM 92
(Facility No. 43-13)
STATE ROAD 1105, HARNETT COUNTY, NC
OWNED BY T.A. Womble Corp.
AND OPERATED BY Thomas Womble
Mailing Address: 1616 McKoy Town Rd., Cameron, NC 28326--9304
Phone: [phone]
Prepared by: Richard R. Rust, PE, PhD
Environmental Consultant, 5641 Piper Drive
Fuquay, NC 27526 [phone]
1 August 1997
Revised 10 September 1998, 4 February 2003, and 15 November 2004
Signed �I, 4 , Thomas Womble, Owner
Date: S 0
Signed Richard R. Rust, Technical Specialist
Date:
`'11ti
NNS
n
PURPOSE
i,f'!lurrnlHlNtti�t
The following document and the attached drawing constitutes
the Animal Waste Management Plan for the above Farms as required
by "The Nondischarge Rule", 15A NCAC 2H .0200.

Animal Waste Plan, 15 Nov 04; Page 7
D. Operation and Maintenance Plan
1. Pipeline Operation
a) Pump
CAUTION: Both motors and pumps are capable of creating
pressures which can rupture the pipe under Water hammer
conditions (when valves are opened or closed abruptly). Watch
the pressure gages closely. Operate pump to maintain pressure
be 160 psi (measured at pump outlet). Decrease RPM to reduce
pressure (2300 RPM should generate 160 psi at flow rates of 450
gpm or less).
Pipeline is designed for maximum flow of 350 gpm (velocity
of 4 ft/sec), which could occur with a pump outlet pressure of
160 psi. Gun nozzle will restrict flow to 250 gpm at 160 psi
pump outlet pressure.
b) Operating the Valves
The SDR 21 PVC pipe used is rated for working pressure of
200 psi. Opening or closing the valves faster than 12 seconds
will decrease pipe life in resisting pipeline rupture from Water
hammer. The valves should be operated smoothly.
c) Charging the Line
The pipeline should be charged at a velocity of 1 fps (90
gpm), or 30 psi at the pump outlet. After all the air has been
purged from the line, slowly bring the pipeline up to operating
pressure, connect the reel to the desired hydrant, and open the
hydrant smoothly over a period of more than 12 seconds. The pump
operator should be in communication (by radio) with an assistant
located at the highest air purge valve on the line so that the
pump operator may be informed when air has been purged and he may
bring the pump up to operating pressure.
d) Lagoon Liquid Level Control
Both Lagoons are to be equipped with a stick indicating
liquid surface levels in feet above MSL.
Farm 66's Lagoon is to be operated within a 6 foot range,
from 309' to 315' MSL. With the lowest point of the embankment.
crest at 317' MSL, this leaves 2 feet of freeboard during normal
operations. Should the 25 yr, 24 hr storm occur when the lagoon
is at 315', approximately 1.5' of freeboard would remain.
Farm 92's Lagoon is to be operated within a 6 foot range,
from 274' to 2B0' MSL. With the lowest point of the embankment
crest at 282' MSL, this leaves 2 feet of freeboard during normal

Animal Waste Plan, 15 Nov 04; Page 8
operations. Should the 25 yr, 24 hr storm occur when the lagoon
is at 2801, approximately 1.5' of freeboard would remain.
e) Draining the Line
The pipeline is designed to be left full. however, it may
be drained for maintenance, and it will be drained when hard
freezes are expected which could cause damage to the pipeline.
To drain the line: Close the gate valve, lock the check valve
open, open the last hydrant on the line, and open the gate valve
smoothly over a period of more than 12 seconds to allow the line
to drain to the lagoon.
2. Inspection and Maintenance
a) Lagoon
Inspect the lagoon surface for undesirable vegetative growth
and floating or lodged debris. Remove this material to preserve
wastewater storage capacity.
Inspect the lagoon embankment for settlement, cracking,
"jug" holes, slumps, bulges, seeps, damp areas, erosion, and
rodent damage. Trees and bushes are to be removed as their roots
provide paths of wastewater migration through the embankment. If
the above conditions are noted, they should be reported and
corrected.
Wastewater piping to the lagoon and recycling piping/pumps
are to be inspected. Pipes should be properly supported to
prevent breakage. Leaks are to be repaired.
The suction screen on the inlet of the pipeline pump is to
be kept free of debris.
b) Pipeline
Quarterly pipeline pressure testing will be conducted as
described above. If a decrease in pressure is detected, the leak
will be located and repaired.
During operations the pipeline will be walked and inspected
for leaks. Leaks may be indicated in the soil above the leak by
depressions, soft spots, abnormally wet conditions, and
accumulation of salts or minerals.
Leaks will be repaired immediately, recorded and reported.
c) Diversion Ditches
Ditches intercepting storm runoff prior to reaching the
lagoon are to be cleaned and graded to insure their effective

Animal Waste Plan, 15 Nov 04; Page 10
Farm 86 Application Field Requirements
Field
Acres
Soil
Recom-
Applic-
Freq-
Applica
mended
ation
uency,
Lion
Maximum
Amount,
Days
Limit,
Irrig-
In. per
lbs-
ation
Applic-
PAN/yr
Rate,
ation
In./hr
A
10.3
Blaney
0.60
0.95
3
2,990
5*
B
12.3
Blanton
0.75
0.65
2
2,760
4*
6.0
Gilead
0.35
1.90
6
2,100
1.70*
7*
C
13.7
Blanton
0.75
0.65
2
3,080
4*
Total
42.6
10,930
(per Technical Guide Section II-G, USDA, SCS, NC, Jun 76)
*during Rye growing seasons (Sep 15 - Oct 31 and Feb 1 - Mar 31)
Application limit of acreage available to Farm 86 exceeds
its PAN generation of 6,500 lbs/yr.
From the beginning of April through the end of August (5
months of Bermuda grass), the application limit for Farm 86's
acreage is 7,829 lbs PAN.
From September 15 - October 30 (1.5 months of Rye), the
application limit for Farm B6 is 1,597 lbs PAN. No application
is permitted November - January (3 months). From the beginning
of February through the end of March (2 months of Rye), the
application limit for Farm 86 is 1,597 lbs PAN.
Assuming 3 lb PAN / 1,000 gal wastewater, application is
limited to 142,380 cf during the 7 winter months (September -
March). During this time 304,500 cf of wastewater will be
generated, which is a surplus of 162,120 cf MORE than can be
applied. Farm 86's Lagoon storage capacity is 247,000 cf or 5.68
months while maintaining the necessary lagoon volume for
treatment, sludge, and 1.5' of freeboard. The winter surplus
will consume two-thirds of the storage capacity. It is therefore
CRITICAL that the lagoon level be close to the lowest allowable
level (309' MSL) at the end of October, especially in the event
that the ground is frozen in February or March.

Animal Waste Plan, 15 Nov 04; Page 11
Farm 92 Application Field Requirements
Pasture
Acres
Soil
Recom-
Applic-
Freq-
Applica
mended
ation
uency,
tion
Maximum
Amount,
Days
Limit
Irriga-
In. per
lbs-
tion
Applic-
PAN/yr
Rate
ation
In./hr
D
17.9
Blaney
0.60
0.95
3
5,190
5*
E&F
N/A
G
19.1
Blaney
0.60
0.95
3
5,540
5*
H
29.0
Blaney
0.60
0.95 1
3
8,410
5*
8.8
Gilead
0.35
1.90
6
3,080
1.70*
7*
Total
74.$
22,220
(per Technical Guide Section II-G, USDA, SCS, NC, Jun 76)
*during Rye growing seasons (Sep 15 - Oct 31 and Feb 1 - Mar 31)
Application limit of acreage available to Farm 92 exceeds
its PAN generation of 7,800 lbs/yr.
From the beginning of April through the end of August
(5 months of Bermuda grass), the application limit for Farm 92's
acreage is 13,860 lbs PAN.
From September 15 - October 30 (1.5 months of Rye), the
application limit for Farm 92 is 2,805 lbs PAN. No application
is permitted November - January (3 months). From the beginning
of February through the end of March (2 months of Rye), the
application limit for Farm 92 is 2,805 lbs PAN.
Assuming 3 lb PAN / 1,000 gal wastewater, application is
limited to 250,000 cf during the 7 winter months (September -
March). During this time 365,400 cf of wastewater will be
generated, which is a surplus of 115,400 cf MORE than can be
applied. Farm 92's lagoon has a storage capacity of 4.5 months
while maintaining the necessary lagoon volume for treatment,
sludge, and 1.5' of freeboard. The winter surplus will consume
2.2 months (or half) of storage capacity. It is therefore
CRITICAL that the lagoon level be close to the lowest allowable
level (247' MSL) at the end of October, especially in the event

Animal Waste Plan, 15 Nov 04; Page 12
that the ground is frozen in February or March.
Weather and soil moisture conditions permitting (i.e., it is
not raining and the ground is not saturated or frozen), spray
irrigation will be conducted from 1 February - August 31 and 15
September - 30 October as per the attached Table "Traveling
Irrigation Gun Settings". The frequency of irrigation for each
field is specified in the tables above as minimum interval
between applications.
Retraction speeds listed below are min speeds for the
soils listed below based on the following assumptions: Bermuda
Grass over seeded with Rye, using the equipment listed above with
1.02" taper ring nozzle, 115 psi at turbine inlet, 60 psi at the
nozzle (yielding 214 gpm), 160' spray radius, 300' arc.
The Application Rate (Precipitation Rate) is calculated at
0.38 in/hr, which approximates the recommended maximum
application rates for the most restrictive soil, which is Gilead
(Technical Guide Section II-G, USDA, SCS, NC, Jun 76). If it is
desired to operate at less than the recommended maximum
application rate, the nozzle should be changed to a smaller size
and/or the pressure reduced (e.g., to operate at 0.5 the
recommended maximum application rate over Gilead soils or 0.17
in/hr, use 0.87" taper ring nozzle and reduce -turbine inlet
pressure to 50 psi).
Soil
Application
Frequency,
Retraction
Amount, In.
days
Speed, ft/hr
Blaney
0.95
3
100
1.20*
5*
80
Blanton
0.65
2
165
0.95*
4*
100
Gilead
1.90
6
50
(per Technical Guide Section II-G, USDA, SCS, NC, Jun 76 and
Nelson SR150 Gun table)
*during Rye growing seasons (Sep 15 - Oct 31 and Feb 1 - Mar 31)
The most restrictive (highest) retraction speed is used in
Table 2-Traveling Irrigation Gun Settings to insure the
Application Amount is not exceeded for any crop in the path of
the gun.

Animal Waste Plan, 15 Nov 04; Page 13
Table 1, Field Specifications
Field
No.
Useable
Size,
Acres
Soil
Type
Slope,
%
Crops
Max.
Applic.
Rate,
In./hr
Max.
Applic.
per
Cycle,
In:
A
10.3
Blaney
0-4
Brome
0.60
0.95
B
12.3
Blanton
2-6
CB/R
0.75
0.65
B
6.0
Gilead
2-6
CB/R
0.35
1.90
C
13.7
Blanton
0-5
CB/R
0.75
0.65
D
17.9
Blaney
0-6
CB/R
0.60
0.95
G
19.1
Blaney
1-5
CB/R
0.60
0.95
H
29.0
Blaney
0-4
CB/R
0.60
0.95
H
8.8
Gilead
0--4
CB/R
0.35
1.90
Comments: Field A is seeded in Mahia Brame Grass, the
remaining fields are Coastal Bermuda over seeded with Annual Rye.
Evapotranspiration rates for Mahia Brome are unknown, but assumed
to be equivalent to Coastal Bermuda over seeded with Rye (Parks
Blake, Barnett Soil & Water Conservation District). A
significant difference between Brame and Bermuda is that peak
transpiration rates for Brome are during the winter months.
Field I is reserved for future use.
Table 2, Traveling Irrigation Gun Settings, is included as an
attachment, Tab B.
The 23 NRCS Required Specifications for a Waste Utilization
Plan are included as an attachment, Tab J.

TABLE 2 - Traveling Irrigation Gun Settings
Equipment: Reel; ABI 90 AT 965 with Turbine Drive Gun; Nelson SR 150
EQUIPMENT SETTINGS
Field -
Hydrant -
Dir of Pull
Travel
Speed
fVmin
Application
Rate
I in/hr
I TRAVEL LANE
Wetted
Diameter
feet
Flow
Rate
9pM
Nozzle
Diameter
inches
Operating
I Pressure
@ gun psi
Operating
Pressure
@ reel psi
Arc
I Pattern
I degrees
Wetted
Acres
Comments
Effective Effective
I Width ft Length
Hours per
I
FARM 86
A-1
1,67
0.38
240
950 7.1
320
214-1-1.02
1 60
115
300 15.23
A-2
1.67
0.38
240
670 4.3
320
214
1 1.02
1 60
1 115
j 300
1 3.69
A-3
1.67
0.60
120
510 2.7
290
1 147
1 0.86 j
60
1 93
160
1 1.40
B-4
2.75
0.54
200
490
1.8
320
214
1.02
60
115
210
2.25
8-5
2.75
0.38
240
430
1.2
320
214
1.02
60
115
300
2.37
6-6
2.75
0.38
240
480
1.5
320
214
1.02
60
115
300
2.64
B-7
2.75
0.38
240
940
4.2
320
214
1.02
60
115
300
5.18
8-8
2.75
0.38
240
1060
5.0
320
214
1.02
60
115
300
5.84
C-9
2.75
0.38
240
450
1.3
320
214
1.02
60
115
300
2.48
C-10
2.75
1 0.38
240
660
2.5
320
214
1.02
60
115
300
3.64
C-11
2.75
0.38
240
750
3.1
320
214
1.02
60
115
300
4.13
C-12
2,75
0.38
240
640
2A
320
214
1.02
60
115
300
1 3.53
42.39 Total Effective Wetted Acres, Farm 86
FARM 92
G-1
1.67
0.38
240
710
4.7
320
214
1.02
60
115
300
3.91
G-2
1.67
0.38
240
810
5.7
320
214
1.02
60
115
300
4.46
G-3
1.57
0.38
240
740
5.0
320
214
1.02
60
115
300
4.08
G-4
1.67
0.38
240
500
2.6
320
214
-1.02
60
115
300
2.75
G-5
1.67
0.38
240
340
1.0
320
214
1.02
60
115
300
1.87
G-6
1.67
0.38
240
370
1.3
320
214
1.02
60
115
300
2.04
0-7
1.67
0.38
240
580
3.4
320
214
1.02
60
115
300
3.20
D-8
1.67
0.38
240
620
3.8
320
214
1.02
60
115
300
3.42
D-9-A
1.33
0.32
200
730
6.1
290
147
0.86
60
93
300
3.35
D-9-13
1.33
0.32
200
485
3.1
290
147
0,86
60
93
300
2.23
D-1O-A
1.33
0.32
200
600
4.5
290
147
0.86
60
93
300
2.75
D-10-B
1.33
0.32
200
650
5.1
290
147
0.86
60
93
300
2.98
H-11
1.33
0.38
240
400
2.0
320
214
1.02
60
115
300
2.20
H-13
1.67
0.38
240
740
5.0
320
214
1.02
60
115
300
4.08
H-15
1.67
0.38
240
960
7.2
320
214
1.02
60
115
300
5.29
H-17
1.67
0.38
240
1030
7.9
320
214
1.02
60
115
300
5.67
H-19
1.67
0.38
240
1070
8.3
320
214
1.02
60
115
300
5.90
H-21
1.67
0.38
240
1060
8.2
320
214
1.02
60
115
300
5.84
H-23
1.67
0.38
240
950
7.1
320
214
1.02
1 60
115
300
5.23
FI-25
1 1.67
0.38
240
740
5.0
320
214
1.02
1 60
115
300
4.08
75.34 Total Effective Wetted Acres, Farm 92
CX1

o��F w A r�9p0
T. A. Womble Corp.
CarrollOs Foods Inc. Farm 86 & 92
1616 McKoy Town Road
Cameron NC 28326
Dear T. A. Womble Corp.:
Michael F. Easley, Governor
William G. Ross Jr., Secretary
North Carolina Department of Environment and Natural Resources
Alan W. Klimek, P. E., Director
Division of Water Quality
October 1, 2004 RECEIVED
OCT 15 2004
OEM - FrAyEMLLE REUDNAL ONCE
Subject: Certificate of Coverage No. AWS430013
CarroIlOs Foods Inc. Farm 86 & 92
Swine Waste Collection, Treatment,
Storage and Application System
Harnett County
On June 11, 2004, the North Carolina Division of Water Quality (Division) issued a revised State General
Permit for swine facilities. The General Permit was issued in accordance with the directive of Senate Bill
733 (Session Law 2003-28).
In accordance with your application received on February 7, 2003 and in accordance with the directive of
Senate Bill 733, we are hereby forwarding to you this Certificate of Coverage (COC) issued to T. A.
Womble Corp., authorizing the operation of the subject animal waste collection, treatment, storage and
land application system in accordance with General Permit AWG100000. The issuance of this COC
supercedes and terminates your previous COC Number AWS430013 which expires October 1, 2004.
This approval shall consist of the operation of this system including, but not limited to, the management
of animal waste from the CarrollOs Foods Inc. Farm 86 & 92, located in Harnett County, with an animal
capacity of no greater than an annual average of 2200 Farrow to Feeder swine and the application to land
as specified in the facility's Certified Animal Waste Management Plan (CAWMP). If this is a Farrow to
Wean or Farrow to Feeder operation, there may also be one boar for each ' 15 sows. Where boars are
unneccessary, they may be replaced by an equivalent number of sows. Any of the sows may be replaced
by gilts at a rate of 4 gilts for every 3 sows
The COC shall be effective from the date of issuance until September 30, 2009. Pursuant to this COC,
you are authorized and required to operate the system in conformity with the conditions and limitations as
specified in the General Permit, the facility's CAWMP, and this COC. An adequate system for collecting
and maintaining the required monitoring data and operational information must be established for this
facility. Any increase in waste production greater than the certified design capacity or increase in number
of animals authorized by this COC (as provided above) will require a modification to the CAWMP and
this COC and must be completed prior to actual increase in either wastewater flow or number of animals.
Please carefully read this COC and the enclosed State General Permit. Since this is a revised State
General Permit, it contains new requirements in addition to most of the conditions contained in the
previous State General Permit. Enclosed for your convenience is a package containing the new and
revised forms used for record keeping and reporting. Please pay careful attention to the record kegPin
and monitoring conditions in this permit.
Aquifer Protection Section -- Animal Feeding Operations Unit
1636 Mail Service Center, Raleigh, North Carolina 27699-1638
Phone: [phone] FAX: [phone]Internet h2o.enr.state.nc.us
An Equal Opportunity/Affirmative Action Employer— 50% Recyded110% Post Consumer Paper
ne
NorthCarolina
Naturally

If your Waste Utilization Plan has been developed based on site specific information, careful evaluation
of future samples is necessary. Should your records show that the current Waste Utilization Plan is
inaccurate you will need to have a new Waste Utilization Plan developed.
The issuance of this COC does not excuse the Permittee from the obligation to comply with all applicable
laws, rules, standards, and ordinances (local, state, and federal), nor does issuance of a COC to operate
under this permit convey any property rights in either real or personal property.
Upon abandonment or depopulation for a period of four years or more, the Permittee must submit
documentation to the Division demonstrating that all current NRCS standards are met prior to restocking
of the facility.
Per 15A NCAC 2H .0225(c) a compliance boundary is provided for the facility and no new water supply
wells shall be constructed within the compliance boundary. Per NRCS standards a 100 foot separation
shall be maintained between water supply wells and any lagoon, storage pond,_or any wetted area of a
spray field.
Please be advised that any violation of the terms and conditions specified in this COC, the General Permit
or the CAWMP may result in the revocation of this COC, or penalties in accordance with NCGS 143-
215.6A through 143-215.6C including civil penalties, criminal penalties, and injunctive relief.
If you wish to continue the activity permitted under the General Permit after the expiration date of the
General Permit, an application for renewal must be filed at least 180 days prior to expiration.
This COC is not automatically transferable. A name/ownership change application must be submitted to
the Division prior to a name change or change in ownership.
If any parts, requirements, or limitations contained in this COC are unacceptable, you have the right to
apply for an individual permit by contacting the staff member listed below for information on this
process. Unless such a request is made within 30 days, this COC shall be final and binding.
This facility is located in a county covered by our Fayetteville Regional Office. The Regional Office
Water Quality Staff may be reached at [phone]. If you need additional information concerning
this COC or the General Permit, please contact Duane Leith at [phone].
Sincerely,
for Alan W. Klimek, P.E.
Enclosures (General Permit AWG100000)
cc: (Certificate of Coverage only for all cc's)
Fayetteville Regional Office, Aquifer Protection Section
Harnett County Health Department
Harnett County Soil and Water Conservation District
Permit File AWS430013
APS Central Files

H3- D l3
T A WOMBLE CORPORATION
1616 McKOY TOWN ROAD
CAMERON, NC 28326
919-499-2301
March 25, 2009
DENHR-AP
Attn: Joan
225 Green Street, Suite 714
Fayetteville, NC 28301
Dear Ms. Joan:
MAR 31 M9
Enclosed are copies of our sludge survey and soil sample analysis for Farms 2286 and
2295. We are applying lime to land.
If you need additional information please do not hesitate to let me know.
Sincerely,
Thomas A. Womble
TAW/spb
Enclosures

Rainman Environmental, LLC
Post Office Box 115
Kenansville, NC 28349
910.271-0460
March 24, 2009
Thomas Womble
1616 McKoy Town Road
Cameron, NC 28326
Mr. Womble,
Please find the enclosed Sludge Surveys you requested from Rainman Environmental,
LLC. We appreciate your trust and thank you for allowing us to help you meet the needs
of your farm.
Based on the information collected during your sludge survey, you will not need to
submit a sludge management plan to the Division of Water Quality for any of the
farms you requested done. Current sludge levels are acceptable.
Rainman Environmental, LLC offers complete permit compliance services. In addition
to sludge surveys, we also prepare irrigation designs and perform irrigation calibrations.
If we can be of any assistance to you in the future, feel free to call us. We have attached a
business card for your quick reference_
Thank you again for your business and we look forward to working with you again in the
future.
Rainman Environmental, LLC
Enclosure
I
t -d
LBL9-EGO-016
euueiT Jgn:Rn An bR jeu

q3-013
NCQA&CS Agr6upple Divis[6n,,,.�Phope.,(010)7S3i2655,, �.�.�Web"Otc.*ww.fl
...... ....... ..
� i2798
7 j eport:No-,
Grower:
Womble, Thomas (TA)
copies M.-
Gemral Carolina Pig Prodwers
�
Test
1616 McKoy Town Rd
Cameron, NC 28326
�
oa Re ort
Y
Farm: 2286
03102/2009
SERVING N.0 RESIDENTS FOR OVER 60 YEM.S
Harnett County
Agronomist Comments
12
Field InformationV
..Applied m
Recdmmendtit obi'S
Id,
7:
'J� F
S4ntpk No. Last Crop
Ato Yr r1A
Crop or Year
Lime
N P205 K20 Mg
S
Cu
zn
B Mn See Note
86-1
Ist Crop: Berm Ha5/Pas,E
2T
60-80 0 50.70 0
20-25
0
0
0 12
2n(I Crop: berni Hay/pas'&I
0
180-220 0 130-150 0
20-25
0
0
12
Test Results
Soil Class HdV%
W/V CEC B5% Ac pM P-1 K-1
Ca% Mg%
Mn-I Mn-AI(j) Mn-AI(2) Zn-I
Zn-AI
Ca -I
S-I
SS-1 NOj-N NH4-A' Na
NUN 1.14
1.33 43 53.0 12 5A 123 38
380 12.0
110 75 75 138
138
99
21
01
Field Informatio"n',
'Aline
kelle'Onti'micalfitions
.. ....... ... . ... . ...
. ... ......
.. ............
Sample No. Last Crop
Mo Yr TIA
Crop or Year
Lime
N P205 K20 Mg
S
Cu
zn
B Mn See Note
86.2
1st Crop: Berm Ila),/Pas,E
2 2T
60-80 0 80-100 0
20-25
0
0
0 12
2nd Crop: Berm Ilay/pas,61
0
180-220 0 170-190 0
20-25
0
0
0 12
Test Results
Soil Class %
W/V GEC BS% Ac pH P-1 K-1
Ca% Mg%
hin-I Mu-AI(J) Mn-AI(2) Zu-I
Zn-AI
Cu-I
S-I
SS -I NO3-N NM4-,V Na
1.43
1.37 4.6 480 2.4 5.2 124 23
34.0 I H)
99 69 69 175
175
101
23
0.1
—..North Carolina
all
Tobacco Triv.1 rtwd Corjimr,.tiion
Reprogramming of the laboratory -information -management system that makes this report possible is being funded
through a grant from the North Carolina Tobacco Trust Fund Commission.
Thankyou for using agronomic services to manage nutrients and safeguard environmental quality.
- Steve TroxIer, Commissioner oj'Agricahure

NC11AUS,Agronomic Division ' E'!'h'oncc (919)733'2655, I Web site: sFww.ncagr.gov/agronoiNh
Report No ;: 27987:,:;.,
``
Grower-
Womble, Thomas (TA)
Copies To:
;•
Ceram[ Carolina Pig Producers
1
Test Re
1616 McKoy Town Rd
Ca NC 28326
^�
ozl
ortmeron,
Farm: 2292
03/02/2009
SERVING N.C. RESIDENTS
FOR OVER 6o 1'FARs
Harnett County
Agronomisl Comments
12
Field Information
A ied,l.ime
A pP�
Recommendations
; ; �, ,
t
, .
i
Sample rl o. Last Crop
blo Yr
T/A
Crop or Year
Lime
N P2O5 K20
Mg S
Cu Zu
B Mn See Note
92-1
lst Crop: Berm Hay/Pas,E
IT
60-80 0 6o-SO
0 15.20
0 0
0 12
2nd Crop: Berm Hay/Pas,A1
0
180-220 0 150.170
0 15.20
0 0
0 12
Test Results
Soil Class HM%
W/V CEC
BS% Ac pH P-1 K-1
Ca% Mg%
Mn-1 Mn-Al(1J Mn-AI(2)
Zn-1 Zn-AI
Cu-1 S-1
SS-1 AfO3-N NH4-,V
Na
MEN 0.66
1.24 6,1
80.0 1.2 6.1 189 32
64.0 14.0
106 73 73
398 398
290 20
OA
,:,.. -
Field lnformation
.I -
Iled
I
l.lme
, .., .. ..� ,,,.
Recommendations t
1 f .,:. III '�j -! a ,III
13J ri
�,.'
Eftat € E! `if I I ;1 !p
! ', E ij tt..
r F I
l; ! t i:1 E - i;1. i€
�, 1, >, s rr t! rtl Iz j
"."t p................_.:.
.. .... .. ....::,,,. , -: ..
,.... ..... .,. , i .
.t E �.
.f.F -:3: t.: ..I.:.
r I .� . :.
,.1. .-i 1 F l..i :�„ ,f.l.l .: i. s� �F rY ll�l,f :.
1,1 ..,iifl t !. ,.f� I
13,
f.Nl 1.
t'1
Sample No. Last Crop
Ato Yr
T/A
Crop or Year
time
N P2O5 ICAO
Mg S
Cu Zn
B Mn See Note
92-2
1st Crop: Berta Hay/Pus,E
1.7T
60-80 0 30-50
0 15-20
0 0
0 12
2nd Crop: Berm HayYPas,M
0
180-220 0 l 10-130
0 15-20
0 0
0 12
Test Results
Soil Class HM%
W/V CEC
BS% Ac pH P-1 K-1
Ca% Mg%
Mu-1 Mn-Al(j) Mn-AI(2)
Zn-1 Zn-A1
Cu-1 S-1
SS-1 NO-;.N NH4-N
Na
MIN 0.66
1,18 5.4
650 1.9 5.6 135 48
450 15.0
105 72 72
243 243
125 21
0:1
North Carolina Reprogramming of the laboratory -information -management system that makes this report possible is being funded
rr. through a grant from the North Carolina Tobacco Trust Fund Commission.
i " u Thank you for using agronomic services to manage nutrients and safeguard environmental quality.
- Steve Truxler, Commissioner of Agriculture
Tobacco Trull Fund Con nips,; nn

Rainman Environmental, LLC
Sludge Survey Form
Appendix 1. Lagoon Sludge Survey Form
A. Farm or Permit Number.
B. Lagoon I.D. Number.
C. Person taking measurements:
D. Date of Measurements:
E. Methods/Devices used for measurement of:
Thomas Womble
CCPP#2
Donovan Brack
2/13/2009
a. Distance from the lagoon liquid surface to the top of the sludge layer_ Disk
b. Distance from the lagoon liquid surface to the bottom of the lagoon: Grade Rod
c. Thickness of the sludge layer if making a direct measurement with "core sampler":NA
F- Lagoon Surface Area (using dimensions at inside top of bank): 2.3 acres
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. if more than 1.33 acres, 2.3 acres x 6 = 13.8 , with max. of 24.
H. Conduct sludge survey and record data on "Sludge Survey Data Sheet~ (App. 2).
a. Start Pump Level: 19 inches
b. Stop Pump Level: 43 inches
c. Current Freeboard Level: 33 inches
I. Distance from the max. liquid level to the the present liquid level: 14 inches
J. Distance from the max. liquid level to the min: liquid level: 24 inches
K. Distance from the present liquid level to the min. liquid level: 0.83 feet
L. Distance from the present liquid level to the lagoon bottom: 9.87 feet
M. Distance from the present liquid level to the top of sludge: 6.16 feet
N. Average thickness of sludge layer. 3.71 feet
O. Thickness of existing Liquid Treatment Zone (M minus K): 5.32 feet
(Note: If O is less than 4 feet, a sludge removal and utilization plan is required
by N.C. DWO.)
P. If Item N is greater than Item 0, proceed to the Worksheet for Sludge Volume and Treatment volume.
If Item N is less than or equal to item O, you do not have to determine volumes.
Completed by:
Print Name
Signature
Date
6'd LBL9-E62-016 euuerr dl.n:nn Rn i,;, jeu

� � 4
Murphy -Brown, LLC
Sludge Survey Form
Appendix 2. Sludge Surevey Data Sheet
Facility Name:
Lagoon I-D. Number. CCPP#2
Thomas Womble
Grid Point
Distance from liquid surface
Distance from liquid surface
Thickness of
Number
to top of sludge layer fk
to la oon bottom ft
Sludge Layer ft
1
12.9
14
1.1
2
8.2
11.9
3.7
3
4.5
10.1
5.6
4
4
6.9
2.9
5
3.4
5
1.6
6
2.1
5
2.9
7
5.4
8.7
3.3
8
4.1
9.9
5.8
9
8.9
12
3.1
10
6.5
10.7
4.2
11
12.8
14.52
1.72
12
4.5
10
5.5
13
4.4
10
5.6
14
4.5
9.4
4.9
15
16
17
18
19
20
21
22
23
24
Average 6.16
of points
At pump 1a
intake
If pump intake level <2.5 a plan of action is required
9.87
3.71
9d LBLS-669-016 euuea dLQ:9a So ba jeW

Field Fonn for Mud p Surrey (complete one par ia9oon surveyed)
1
Grid Point
31
Water Mth
/
D
s
ugidd ice to
TopotOudp
Thiclaeas of
Additional lnforrnation
Farm Name: [L P I�
j
JG t •r7YGt.�j L� Dl �%
3-
Datm
J7
r�
4
O -7
-5
,1
! a
Lrapoon I D.-
121
Ie9,v
131
/ -c?
14,
V
of DWA ElovaHon:
feet
1s
19
17
Bosom of Oft Eievatlan:
few
1e
19
20
Start Pwv Levek
feet
21
22
23
Pump Level:
feet
24
5-
f
X L
u')
�t j
x
Y)
7 iJ
measurements
r
Corns o Freeboard»
-33 food
op of Dike Lenpdr
re�.c
of Duce Wldfh:
Am
swwbjre of Person
■ e. AR gW pmd
are in feet
G•euuerr dnn:Rn an 4.� "t-41
d G8G9-E6�-Di6

Rainman Environmental, LLC
Sludge Surrey Form
Appendix 1. Lagoon Sludge Survey Form
A. Farm or Permit Number. Thomas Womble
B. Lagoon I.D. Number. 2286
C. Person taking measurements: Donovan Brock
D. Date of Measurements: 2/13/2009
E. Methods[Devices used for measurement of
a. Distance from the lagoon liquid surface to the top of the sludge layer. Dist
b. Distance from the lagoon liquid surface to the bottom of the lagoon: Gracie Rod
c. Thickness of the sludge layer if making a direct measurement with "core sampl&':NA
F. Lagoon Surface Area (using dimensions at inside top of bank): 2 acres
G. Estimate number of sampling points:
a. Less than 1.33 acres: Use 8 points
b. tf more than 1.33 acres,
2 acres x 6 = 12 , with max. of 24.
H. Conduct sludge survey and record data on "Sludge Survey Data Sheer' (App. 2).
a. Start pump Level: 19 inches
b_ Stop Pump Level: 43 inches
c. Current Freeboard Level: 39 inches
1. Distance from the max. liquid level to the the present liquid level: 20 inches
J. Distance from the max_ liquid level to the min. liquid level: 24 inches
K. Distance from the present liquid level to the min. liquid level: 0.33 Beet
L. Distance from the present liquid level to the lagoon bottom: 8.57 feet
M. Distance from the present liquid level to the top of sludge: . 5.83 feet
N. Average thickness of sludge layer. 2.74 feet
O. Thickness of existing Liquid Treatment Zone (M minus K): 5.49 feet
(Note: If O is less than 4 feet, a sludge removal and utilization plan is required
by N.C_ DWO.)
P. If Item N is greater than Item 0, proceed to the Worksheet for Sludge Volume and Treatment volume.
If Item N is less than or equal to item 0, you do not have to determine volumes.
Completed by:
Print Name Si nature Date
;3'd LBL9-EGa-016 euuecl o190:130 6D b2 JeW

Murphy -Brown, LLC
Sludge Survey Form
Appendix 2. Sludge Surevey Data Sheet
Facility Name:
Lagoon I.D. Number.
Thomas Womble
2286
Grid Point
Distance from liquid surface
Distance from Nuid surface
Thickness of
Number
to to of sludge layer f .
to!noon bottom f#
Slud a La er ft
1
4.4
8.5
4.1
2
6.4
7.6
1.2
3
6A
8.4
2
4
7.6
8.4
0.8
5
5.8
8.9
3.1
6
7.5
9.4
1.9
7
4.9
9.4
4.5
8
5.4
9
3.6
9
3.9
8.6
4.7
10
4.8
8.4
3.6
11
6.4
9
2.6
12
6.4
7.2
0.8
13
14
15
16
17
18
19
20
21
22
23
24
Average,
of points
5.83
At pump
intake J
"it pump intake level <2.5 a plan of action is required
8.67
2.74
E•d LBL9-E6z-016 euueri
dgn:Rn nn 1,7 jeu

Field Fonn for Mudge Survey (complete one per lagoon surveyed)
Grid Point
Water
Uquid Su fw* to
T of
Thickne" of
Addltfon6l h ftivradior1
Farm Narrw.
6/2
2
v-/3
T
11
Lapvan 1D:
121
2.
131
14
op of Dike Eievatlart
feet
13
18
17
Botbom of Dike EWvWM
feet
18
191
Pump Levek
feet
21
`
22
23
3tDp Pump Levet
fs�t
2
k i p x '7
V V
x Z X-5 X Y
-We
measurenmib
Fnoeboar*
32 ire"
of [as L&VttC
feet
d Diiu I�Yidtiv:
jBMt
3ipnahss of Person
St"r
All grid pant
are in fM
.t,•d GBG9-EB2-016
euuerr clan scan on a.: lii IA

n
s
p f--(
ANIMAL WASTE MANAGEMENT PLAN
CARROLL'S FOOD'S INC. FARM 86 (Facility No. 43-14)
AND I
FARM 92 (Facility No. 43 13)
STATE ROAD 1105, HARNETT COUNTY, NC
OWNED AND OPERATED BY B.T. SANITATION
THOMAS WOMBLE
Mailing Address: 1616 McKay Town Rd., Cameron, NC 28326-9304
Phone: (919 ) 499-2301 RECEIVES
Prepared by: Richard R. Rust, PE, PhD f
Environmental Consultant, 5641 Piper Drive
Fuquay, NC 27526 [phone] 9 2
ON -FAY TW1JJ: RF inuta i�; !r'F
1 August 1997
Revised 10 September 1998
Signed Zi&�- , Thomas Womble er, Date:
Signed `( , Richard R. Rus , �S cialist,
Date: !/ 98 St AL
9
PURPOSE qRD R• �''
The following document and the attached drawing constitutes
the Animal Waste Management Plan for the above Farms as required
by "The Nondischarge Rule", 15A NCAC 2H .0200.
I GENERAL INFORMATION
Farm 86 is a 1,000 sow farrow to feeder operation
established in March 1991. Farm 92 is a 1,200 sow farrow to
feeder operation established in October 1991. Each farm has an
independent anaerobic lagoon and applied wastewater from the
lagoons with traveling gun spray irrigation systems using above
ground pipelines,for the past 6-7 years. The concept of the
Animal Waste Management Plan is to land apply swine wastewater
using traveling gun irrigation system with an underground
pipeline from each of the two existing anaerobic lagoons.
A. Certification Form (attached)'
B. Site Schematic (see attached drawing, Site Plan 1"
400')
1
RECEIVED I DENR I DWQ
AgijifP.r Prnforfi" Sp(flQn
APR 0 s 2Qos

INDEX
ANIMAL WASTE MANAGEMENT PLAN 4 Feb 03
(per CAWMP.Dec 6, 1996, DEHNR DWQ & NRCS Standards)
IGENERAL
INFORMATION . . . . . . . . . . . .
. . . . .
. . 1
II
SITE EVALUATION AND SITE INVESTIGATION_. . .
. . . . .
. . 2
A. Existing Operations . . . . . . . . .
. . . . .
. . 2
B. New/ Expanding Operations N/A
(Omitted)
III
DESIGN SURVEY N/A
(Omitted)
IV
FACILITY DESIGN . . . . . . ..
2
A. Lagoon/Storage Facility Design . . . . .
. . . . .
. . 2
I. Existing Operations . . . . . .
. . . . .
. . 2
a) Design Needs
2
b) Measurements and Calculated Volumes
2
2. New/ Expanding Operations N/A
(Omitted)
B. Runoff control measures . . . . . . . .
. . . . .
. . 3
C. Land Application System . . . . . .
. . . . .
. . 3
1. Underground Pipeline Design . . . .
. . . . .
. . 3
2. Equipment . . . . . . . . . . . .
. . . . .
. . 4
a) Farm 86 . . . . . . . . . . . .
. . . . .
. . 4
b) Farm 92 . . . . . . . . . .
. . . . .
. . 4
_
3. Pipeline Construction . . . . . . .
. . . . .
. . 4
a) Laying Pipe . . . . . . . . . .
. . . . .
. . 4
b) Thrust Blocks . . . . . . . . .
. . . . .
. . 5
c) Hydrants
5
d) Air Relief & Vacuum Relief,
.
5
e) Pressure Testing . . . . . . .
. . . . .
. . 6
f) Backfilling the Trench . . . .
. . . . .
. . 6
D. Operation and Maintenance Plan . . . . .
. . . . ..
. 7
1. Pipeline Operation . . . . . . . . .
. . . .
. 7
a) Pump . . . . . . . . . . . .
.
. 7
b) Operating the Valves . . . . .
.
. 7
c) Charging the Line
7
d) Lagoon Liquid Level Control
7
e) Draining the Line . . . . . . .
. . . . .
. . 8
2. Inspection and Maintenance . . . .
. . . . .
. . 8
a) Lagoon . . . . . . . . . . . .
. . . . .
. . 8
b) Pipeline . . . . . . . . . . .
. . . . .
. . 8
c) Diversion Ditches . . . . . . .
. . . . ...
. 8
V
WASTE UTILIZATION PLAN . . . . . . . . . . .
. . . . .
'. . 9
PAN application limits . . . . . . . . . . .
. . . . .
. . 9
Farm 86 Application Field Requirements . . .
. . . . .
. 10
Farm 92 Application Field Requirements . . .
. . . . .
. 11
Application Rate (Precipitation Rate) . . .
. . . . .
. 12
Table 1, Field Specifications . . . . . . .
. . . . .
. 13
Table 2, Traveling Irrigation Gun Settings,
is included
as
an attachment, Tab B
Table 4, Irrigation System Specifications .
. . . . .
. I
f.

Table 5,. Thrust Block Specifications .
. .
. . . . . . .
VIRECORD
KEEPING . . . . . . . . . . . .
. .
. . . . . . .
VII
EMERGENCY ACTION PLAN (checklist)
Tab
C
VIII
ODOR CONTROL (checklist)
Tab
D
IX
INSECT CONTROL (checklist)
Tab
E
X
MORTALITY DISPOSAL (checklist)
Tab
F
ATTACHMENTS
Certification Form
Traveling Irrigation Gun Settings (Table 2)
Emergency Action
Odor Control
Insect Control
Mortality Disposal
Pump Curve
Soils Maps
Traveling Gun and Reel Performance Table
23 NRCS "Required Specifications"
Site Plan I" = 250,
14
14
Tab
A
Tab
B
Tab
C
Tab
D
Tab
E
Tab
F
Tab
G
Tab
H
Tab
I
Tab
J
Jacket Pocket

Animal Waste Plan, 4 Feb 03; Page 1
I GENERAL INFORMATION
Farm 86 is a 1,000 sow farrow to feeder operation
established in March 1991. Farm 92 is a 1,200 sow farrow to
feeder operation established in October 1991. Each farm has an
independent anaerobic lagoon and applied wastewater from the
lagoons with traveling gun spray irrigation systems using above
ground pipelines since 1991. The concept of the Animal Waste
Management Plan is to land apply swine wastewater using traveling
gun irrigation system with an underground pipeline from each of
the two existing anaerobic lagoons.
A. Certification Form (attached)
B. Site Schematic (see attached drawing, Site Plan 1" _
250')

Animal Waste Plan, 4 Feb 03; Page 2
II SITE EVALUATION AND SITE INVESTIGATION
A. Existing Operations
1. Proximity to 100 yr floodplain: Neither Lagoon nor
any of the waste application areas are located in the 100 year
flood plain (reference FIRM Map #37085C0150D 4/16/90).
2. Dam Safety: Neither lagoon has an embankment
height which exceeds 15' as measured from downgradient toe of
slope to crest of embankment. There is no high hazard exposure
immediately down stream of the lagoons. The lagoons are
therefore exempt from Dam Safety criteria.
3. Proximity of Wetlands to waste application area:
"Bank and Bed" wetlands associated with the headwaters of
intermittent creeks are believed to be downgradient of the
application areas. A 25' buffer is maintained from the wetlands
and the application areas.
IV FACILITY DESIGN
A. Lagoon/Storage Facility Design
1. Existing Operations
a) Design Needs: Farm 86 is a 1,000 sow farrow
to feeder operation. Farm 92 is a 1,200 sow farrow to feeder
operation.
Assuming design treatment capacity of 34.8 cf/sow, sludge
storage capacity of 174 cf/sow, and 4 months temporary storage of
174 cf/sow; the total required capacity (less the freeboard and
25 yr, 24 hr storm) is 696 cf/saw (NCSU/ NCDA spreadsheets 633-51
and 633-45) or 696,000 cf for Farm 86's Lagoon and 765,600 cf for
Farm 92's Lagoon.
The 25 yr, 24 hr storm is assumed at 6.41 inches (Elements
of Urban Stormwater Design, H. Rooney Malcom, NCSU, 1989). No
surface water drains to either of the lagoons.
NOTE: Existing diversion ditches are to be maintained to prevent
surface runoff from entering the ponds.
b) Measurements and Calculated Volumes:
Total capacities were calculated using the formula for
volume of the frustrum of a general cone. Top and bottom areas
are based on planimeter measurement of lagoon crest elevation
from aerial photography (March 1991 for Farm 86 and March 1994
for Farm 92). The heights are based on plumb -bob measurement of

Animal Waste Plan, 4 Feb 03; Page 3
the bottom of the lagoons and Dumpy level measurement of crest
elevation and liquid surface on 8/20/97.
Farm 86 Lagoon currently has 951,000 cf total capacity
(lagoon bottom to lowest lip of the impoundment). The design
storm would occupy 50,000 cf, leaving 901,000 cf. This is more
than the 696,000 cf required for: treatment capacity, sludge
storage, and 4 months temporary storage. Even if 1.5' of
freeboard (132,000 cf) is maintained, an additional 1.68 months
of storage is available (73,000 cf).
Farm 92 Lagoon currently has 996,300 cf total capacity
(lagoon bottom to lowest lip of the impoundment). The design
storm would occupy 54,200 of, leaving 942,100 cf. This is more
than the 765,600 cf required for: treatment capacity, sludge
storage, and 4 months temporary storage. Even if 1.5' of
freeboard (152,400 cf) is maintained, an additional 0.5 months of
storage is available (24,100 cf).
B. Runoff control measures
Diversion ditches: Existing diversion ditches are to be
maintained to prevent surface runoff from entering the lagoons.
Buffers: Spray application areas are buffered from
property lines and creeks by 25'.
C. Land Application System
1. Underground Pipeline Design
For each farm the pipeline is designed to overcome 65' of
potential head (determined from topo and dumpy level measurement)
and friction head of 40' (approximately equal for either
pipeline) at a flow velocity of 4 fps. if the pump outlet
pressure is 160 psi (80% of 200 psi working pressure for SDR 21
pipe) the pressure at the reel turbine is 115 psi and 60 psi at
the gun nozzle.
Waterhammer surcharge pressure from instant stoppage (e.g.,
valve closings of less than 2.3 sec for these 4,000' pipelines)
is calculated at 188 psi. 160 psi working pressure + 188 psi =
total waterhammer pressure of 348 psi, less than the 1,000 hour
burst requirement for SDR 21 pipe of approximately 400 psi and
less than the 60 sec burst requirement for SDR 21 pipe of
approximately 600 psi. Hydrant valves are worm gear operated by
hand crank. Absolute minimum closing times of 12 seconds are
expected and will reduce total waterhammer pressure to 277 psi,
well under the 1,000 hour burst specification of SDR 21 pipe.
Since pumps are impeller design and powered by internal
combustion engines, waterhammer from pump operation / failure is
not anticipated.

Animal Waste Plan, 4 Feb 03; Page 4
2. Equipment
a) Farm 86
Motor; diesel engine of estimated 160 hp. -
Pump; Rainbow Mfg. Co., Fitzgerald, GA, [phone],
Model No. CDB 64 S13-4DC, Serial No. 6545, Pump Curve PC5717 for
Model 6x4Sx13 indicates 6" suction, 4" discharge, 13" max
impeller, equipped with a strainer on the inlet end of the
suction hose.
Pressure gage; 0-250 psi, glycerine filled (located
downstream of the pump and upstream of the Check Valve)
Check Valve; 6" diameter.
Pipe; Type, 6" SDR 21, 200 psi; in 18' joints of spigot and
bell with O-ring.
Air -Release and Air -vacuum Valves; 1" minimum valve
diameter, (located at high spots of the pipeline and its
branches).
TEE; 6"x6" SDR 21, 200 psi, at intersection of pipeline
branches.
45' elbows; 6"x6", SDR 21, 200 psi, as needed.
Hydrant TEE's; 6"x4" as needed on pipeline branches.
Hydrant Valves; 4"x4" on each Hydrant TEE.
Reel; ABI 90 AT 985 w/Turbine Drive
Gun; Nelson SR 150
Nozzles; Various
b) Farm 92
Motor; diesel engine of estimated 225 hp.
Pump; Serial No. 6540, Same as Pump at Farm 86.
Other Equipment; Same as Above.

Animal Waste Plan, 4 Feb 03; Page 5
3. Pipeline Construction
a) Laying Pipe
Excavate to depth of 4 feet. Pipeline is of gasketed 0-ring
joints (no glued joints), therefore. pipe need not be snaked for
thermal contraction/expansion considerations. Female (socket)
ends are laid forward. Pipe is joined in the trench to prevent
damage to socket bells and spigot bevels caused by assembling
pipe prior to placing it in the trench.
NOTE: Excavations of MORE than 4' require trench walls be laid
back on a 1:1 slope or a trench box as per OSHA for protection of
workers in the trench from collapse of trench walls.
The pipe is evenly bedded and compacted to the pipe's
springline (center of pipe or 1/2 depth of pipe diameter) on 18"
either side of the pipe, or to trench wall if .this dimension is
less than 18".
O-rings are joined as follows: Clean the ring groove, set
the ring in the groove with Mgnufaeturers markings showing nroVeg
grientation, smooth the ring of twists and bulges. Clean the
bevel on the spigot end of the pipe from the end to 1" beyond
manufacturers reference mark for seating (reference mark should
be 5.25" from end for 6" ID pipe), mark pipe if reference mark is
missing, lubricate bevel with
to an equivalent thickness of a brush coat of paint, align pipe,
push bevel into bell until reference mark is flush with end of
bell. DO NOT lubricate groove or ring. If excessive pushing is
needed to connect the pipe, disassemble the joint and reseat the
O-ring.
b) Thrust Blocks
Install thrust blocks at any flow change of direction and
the ends of the pipeline. Place cover (i.e. sheet plastic or
coating) over the areas of the pipe/fittings that will be in
contact with the pipe/fitting to prevent concrete bonding with
pipe (facilitate pipeline repair). Concrete is to be in contact
with undisturbed soil contact areas listed below and as shown in
the plan sheet; except for the hydrant collar where soil is to be
hand tamped around the circumference of the collar.
6"x6"
Tee
4
sf (see
detail on plan sheet)
611x6"
90' Elbow
4
sf
6 "x6"
450 Elbow
3
sf
6"x4"
Hydrant Tee
4
sf below Tee and "collar" around riser
pipe
1.5'
thick, 3.5' diameter, with top
of
collar
located 1' below grade.
Dead
End
4
sf

Animal Waste Plan, 4 Feb 03;-Page 6
c) Hydrant's
PVC 6"x4" Tees, a with thrust block under each tee and
concrete collar around the vertical pipe, as shown in the
drawing. The vertical pipe is capped with a valve and fitting to
accept the inlet hose from the reel.
d) Air Relief & Vacuum Relief
Valves in the dimensions specified above (under Eaui moment)
are to be located at the top of each of the pipeline's high spots
where air might accumulate.
e) Pressure Testing
Prior to backfilling the trench, charge the line, purging it
of air, and slowly bring the line to 50 psi. Close the gate
valve and monitor the pressure gage for pressure loss (indicating
a leak)over a period of 2 hours. Fix leaks and repeat until all
leaks repaired. Evacuate people from trench edge and Slowly
(over a period of 30 sec. or more) bring pressure up to 195 psi
(2600 pump rpm) (Note: test pressure of 1.5 x working pressure
not possible with pump used). Close the gate valve and monitor
pressure gage for at least 12 hours. Fix leaks and repeat until
all leaks repaired. NOTE: depressurize the pipeline Slowly (over
a period of 30 sec. or more). The pipeline is sufficiently tight
if less than 4 gal/hr total leakage occurs at 200 psi or 2 gal/hr
at 50 psi.
f) Backfilling the Trench
Trench is to be backfilled with excavated soils (free of
rocks bearing on the pipe) in 8 inch lifts, compacted to
approximately 85% of Proctor (approx. 105 pcf) as estimated by
Field Engineer, prior to filling and compacting the next lift.
Until 3 lifts above pipe, do NOT use Whacker Packer and do NOT
compact directly above pipe by hand.

Animal Waste Plan, 15 Nov 04; Page 7
D. Operation and Maintenance Plan
1. Pipeline Operation
a) Pump
CAUTION: Both motors and pumps are capable of creating
pressures which can rupture the pipe under Water hammer
conditions (when valves are opened or closed abruptly). Watch
the pressure gages closely. Operate pump to maintain pressure
slow 160 psi (measured at pump outlet). Decrease RPM to reduce
pressure (2300 RPM should generate 160 psi at flow rates of 450
gpm or less).
Pipeline is designed for maximum flow of 350 gpm (velocity
of 4 ft/sec), which could occur with a pump outlet pressure of
160 psi. Gun nozzle will restrict flow to 250 gpm at 160 psi
pump outlet pressure.
b) Operating the Valves
The SDR 21 PVC pipe used is rated for working pressure of
200 psi. Opening or closing the valves faster than 12 seconds
will decrease pipe life in resisting pipeline rupture from Water
hammer. The valves should be operated smoothly.
c) Charging the Line
The pipeline should be charged at a velocity of 1 fps (90
gpm), or 30 psi at the pump outlet. After all the air has been
purged from the line, slowly bring the pipeline up to operating
pressure, connect the reel to the desired hydrant, and open the
hydrant smoothly over a period of more than 12 seconds. The pump
operator should be in communication (by radio) with an assistant
located at the highest air purge valve on the line so that the
pump operator may be informed when air has been purged and he may
bring the pump up to operating pressure.
d) Lagoon Liquid Level Control
Both Lagoons are to be equipped with a stick indicating
liquid surface levels in feet above MSL.
Farm 86's Lagoon is to be operated within a 6 foot range,
from 309' to 315' MSL. With the lowest point of the embankment.
crest at 317' MSL, this leaves 2 feet of freeboard during normal
operations. Should the 25 yr, 24 hr storm occur when the lagoon
is at 315', approximately 1.5' of freeboard would remain.
Farm 92's Lagoon is to be operated within a 6 foot range,
from 274' to 280' MSL. With the lowest point of the embankment
crest at 282' MSL, this leaves 2 feet of freeboard during normal

Animal Waste Plan, 15 Nov 04; Page 8
operations. Should the 25 yr, 24 hr storm occur when the lagoon
is at 2801, approximately 1.5' of freeboard would remain.
e) Draining the Line
The pipeline is designed to be left full. However, it may.
be drained for maintenance, and it will be drained when hard
freezes are expected which could cause damage to the pipeline.
To drain the line: Close the gate valve, lock the check valve
open, open the last hydrant on the line, and open the gate valve
smoothly over a period of more than 12 seconds to allow the line
to drain to the lagoon.
2. Inspection and Maintenance
a) Lagoon
Inspect the lagoon surface for undesirable vegetative growth
and floating or lodged debris. Remove this material to preserve
wastewater storage capacity.
Inspect the lagoon embankment for settlement, cracking,
"jug" holes, slumps, bulges, seeps, damp areas, erosion, and
rodent damage. Trees and bushes are to be removed as their roots
provide paths of wastewater migration through the embankment. If
the above conditions are noted, they should be reported and
corrected.
Wastewater piping to the lagoon and recycling piping/pumps
are to be inspected. Pipes should be properly supported to
prevent breakage. Leaks are to be repaired.
The suction screen on the inlet of the pipeline pump is to
be kept free of debris.
b) Pipeline
Quarterly pipeline pressure testing will be conducted as
described above. If a decrease in pressure is detected, the leak
will be located and repaired.
During operations the pipeline will be walked and inspected
for leaks. Leaks may be indicated in the soil above the leak by
depressions, soft spots, abnormally wet conditions, and
accumulation of salts or minerals.
Leaks will be repaired immediately, recorded and reported.
c) Diversion Ditches
Ditches intercepting storm runoff prior to reaching the
lagoon are to be cleaned and graded to insure their effective

Animal Waste Plan, 4 Feb 03; Page 9
operation in diverting storm water from the lagoons.
V WASTE UTILIZATION PLAN
The following calculations are based on information provided
by Parks Blake, District Conservationist, Harnett Soil and Water
Conservation District, Lillington, NC [phone].
Farm 86 is a 1,000 sow farrow to feeder operation. Farm 92
is a 1,200 sow farrow to feeder operation. PAN is assumed at 6.5
lbs/animal unit/yr (NCSU/ NCDA spreadsheets shown in 633-46).
This results in 6,500 lbs/yr PAN for Farm 86's lagoon and 7,800
lbs/yr PAN for Farm 92's, lagoon.
PAN application limits for Coastal Bermuda in the following
soils are:
Blaney 240 lb/acre/yr
Gilead 300 lb/acre/yr
Blanton 175 lb/acre/yr
Vaucluse 270 lb/acre/yr
The above limits are decreased by 25 for grazing
this crop with cattle.
The above limits are increased 75 lb/acre/yr for Bermuda
overseeded with Annual Rye and grazed with cattle (100 lb/acre/yr
for overseeding with rye reduced by 25% for grazing), subject to
the following restrictions:
1. August 31 is the last application date to be credited to
Bermuda.
flo .0 u Aug'* �
I 2. 37.5 lb/acre/� yr� may be credited to Rye from September. 15
- October 30.
3. No applications are made November - January.
's 0. o- w rh-*A corq t' Imo,
4. 37.5 lb/acre/yrlmay be credited to Rye during February
and March.
5. Harvesting is required when Rye reaches 12" - 15" to
prevent shading of Bermuda. Harvesting of Rye is required
prior to heading or April 7, whichever occurs first, to
prevent shading of Bermuda.
The attached drawing (Site Plan 1" = 2501) shows the
pastures and hydrants mentioned in the following tables.

Animal Waste Plan, 15 Nov 04; Page 10
Farm 86 Application Field Requirements
Field
Acres
Soil
Recom-
Applic-
Freq-
Applica
mended
ation
uency,
Lion
Maximum
Amount,
Days
Limit,
irrig-
In. per
lbs-
ation
Applic-
PAN/yr
Rate,
ation
In./hr
A
10.3
Blaney
0.60
0.95
3
2,990
5*
B
11
12.3
Blanton
0.75
0.65
2
2,760
4*
6.0
Gilead
0.35
1.90
6
2,100
1.70*
7*
C
13.7
Blanton
0.75
0.65
2
3,080
4*
Total
42.6
10,930
(per Tecnnlcal Guide Section II-U, U50A, 5C5, NC, Jun Ib)
*during Rye growing seasons (Sep 15 - Oct 31 and Feb 1 - Mar 31)
Application limit of acreage available to Farm 86 exceeds
its PAN generation of 6,500 lbs/yr.
From the beginning of April through the end of August (5
months of Bermuda grass), the application limit for Farm 86's
acreage is 7,829 lbs PAN.
From September 15 - October 30 (1.5 months of Rye), the
application limit for Farm 86 is 1,597 lbs PAN. No application
is permitted November -- January (3 months). From the beginning
of February through the end of March (2 months of Rye), the
application limit for Farm 86 is 1,597 lbs PAN.
Assuming 3 lb PAN / 1,000 gal wastewater, application is
limited to 142,380 cf during the 7 winter months (September -
March). During this time 304,500 cf of wastewater will be
generated, which is a surplus of 162,120 cf MORE than can be
applied. Farm 86's Lagoon storage capacity is 247,000 cf or 5.68
months while maintaining the necessary lagoon volume for
treatment, sludge, and 1.5' of freeboard. The winter surplus
will consume two-thirds of the storage capacity. It is therefore
CRITICAL that the lagoon level be close to the lowest allowable
level (309' MSL) at the end of October, especially in the event
that the ground is frozen in February or March.

_ Animal Waste Plan, 15 Nov 04; Page 11
Farm 92 Application Field Requirements
Pasture
Acmes
i Soil
Recom-
Applic-
Freq-
Applica
mended
ation
uency,
tion
Maximum
Amount,
Days
Limit
Irriga-
In. per
lbs-
tion
Applic-
PAN/yr
Rate
ation
In./hr
D.
17.9
Blaney
0.60
0.95
3
5,190
5*
E&F
N/A
G
19.1
Blaney
0.60
0.95
3
5,540
5*
S
29.0
Blaney
0.60
0.95
3
8,410
5*
8.8
Gilead
0.35
1.90
6
3,080
1.70*
7*
Total
74.8
22,220
.,, (per Technical Guide Section II-G, USDA, SCS, NC, Jun 76)
*during Rye growing seasons (Sep 15 - Oct 31 and Feb 1 - Mar 31)
Application limit of acreage available to Farm 92 exceeds
its PAN generation of 7,600 lbs/yr.
From the beginning of April through the end of August
(5 months of Bermuda grass), the application limit for Farm 92's
acreage is 13,860 lbs PAN.
From September 15 - October 30 (1.5 months of Rye), the
application limit for Farm 92 is 2,805 lbs PAN. No application
is permitted November - January (3 months). From the beginning
of February through the end of March (2 months of Rye), the
application limit for Farm 92 is 2,805 lbs PAN.
Assuming 3 lb PAN / 1,000 gal wastewater, application is
limited to 250,000 cf during the 7 winter months (September -
March). During this time 365,400 cf of wastewater will be
generated, which is a surplus of 115,400 cf MORE than can be
applied. Farm 92's lagoon has a storage capacity of 4.5 months
while maintaining the necessary lagoon volume for treatment,
sludge, and 1.5' of freeboard. The winter surplus will consume
2.2 months (or half) of storage capacity. It is therefore
CRITICAL that the lagoon level be close to the lowest allowable
level (247' MSL) at the end of October, especially in the event

Animal Waste Plan, 15 Nov 04; Page 12
that the ground is frozen in February or March.
Weather and soil moisture conditions permitting (i.e., it is
not raining and the ground is not saturated or frozen),.spray
irrigation will be conducted from 1 February - August 31 and 15
September - 30 October as per the attached Table "Traveling
Irrigation Gun Settings". The frequency of irrigation for each
field is specified in the tables above as minimum interval
between applications:
Retraction speeds listed below are minimum speeds for the
soils listed below based on the following assumptions: Bermuda
Grass over seeded with Rye, using the equipment listed above with
1.02" taper ring nozzle, 115 psi at turbine inlet, 60 psi at the
nozzle (yielding 214 gpm), 160' spray radius, 300' arc.
The Application Rate (Precipitation Rate) is calculated at
0.38 in/hr, which approximates the recommended maximum
application rates for the most restrictive soil, which is Gilead
(Technical Guide Section II-G, USDA, SCS, NC, Jun 76). If it is
desired to operate at less than the recommended maximum
application rate, the nozzle should be changed to a smaller size
and/or the pressure reduced (e.g., to operate at 0.5 the
recommended maximum application rate over Gilead soils or 0.17
in/hr, use 0.87" taper ring nozzle and reduce turbine inlet
pressure to 50 psi).
Soil
Application
Frequency,
Retraction
Amount, In.
days
Speed, ft/hr
Blaney
0.95
3
100
1.20*
5*
80
Blanton
0.65
2
165
0.95*
4*
100
Gilead
1.90
6
50
(per Tecnnical Guide Section II-G, U5VA, 6C5, NC, Jun /b and
Nelson SR150 Gun table)
*during Rye growing seasons (Sep 15 - Oct 31 and Feb 1 - Mar 31)
The most restrictive (highest) retraction speed is used in
Table 2-Traveling Irrigation Gun Settings to insure the
Application Amount is not exceeded for any crop in the path of
the gun.

_ Animal Waste Plan, 15 Nov 04; Page 13
Table 1, Field Specifications
Field
No.
Useable
Size,
Acres
Soil
Type
Slope,
%
Crops
Max.
Applic.
Rate,
In./hr
Max.
Applic.
per
Cycle,
In.
A
10.3
Blaney
0-4
Brome
0.60
0.95
B
12.3
Blanton
2-6
CB/R
0.75
0.65
B
6.0
Gilead
2-6
CB/R
0.35
1.90
C
13.7
Blanton
0-5
CB/R
0.75
0.65
D
17.9
Blane
0-6
CB/R
0.60
0.95
G
19.1
Blaney
1-5
CB/R
0.60
0.95
H
29.0
Blaney
0-4
CB/R
0.60
0.95
H
8.8 IGilead
0-4
CB/R 1
0.35
1.90
Comments: Field A is seeded in Mahia Brome Grass, the
remaining fields are Coastal Bermuda over seeded with Annual Rye.
Evapotranspiration rates for Mahia Brome are unknown, but assumed
to be equivalent to Coastal Bermuda over seeded with Rye (Parks
Blake, Harnett Soil & Water Conservation District). A
significant difference between Brame and Bermuda is that peak
transpiration rates for Brome are during the winter months.
Field I is reserved for future use.
Table 2, Traveling Irrigation Gun Settings, is included as an
attachment, Tab B.
The 23 NRCS Required Specifications for a Waste Utilization
Plan are included as an attachment, Tab J.

Animal Waste Plan, 4 Feb 03; Page 14
Table 4, Irrigation System Specifications
Farm 86 and Farm 92
Rate of
Sprinkler
214 m 1.02" nozzle)
FFlow
O eratin Pressure at Pump160psi
Desi
n Precipitation
Rate
0.32 inches/hour
Hose
Length
980 feet
e
of Speed
Compensation
Mechanical
PumType
Engine
Pum
Power Requirement
50 h
Wastewater will be sampled annually for nutrient content.
Application soils will be sampled annually for lime requirement,
copper accumulation, and zinc accumulation. The above
application rates will be adjusted accordingly.
Table 5, Thrust Block Specifications
Location
Thrust Block Area
6"x5"
Tee
4 sf (see detail on plan
sheet
6"x6"
900 Elbow
4 sf
6"x6"
453 Elbow
3 sf
6"x4"
Hydrant Tee
4 sf below Tee and "collar"
around riser pipe 1.5' thick,
3.5' diameter, with top of
collar located 1' below grade.
Dead
End
4 sf
VI RECORD KEEPING
j Pumping records, lagoon levels, field applications,
precipitation, leaks/spills, emergency response, etc. will be
kept as per the Certification Training for Operators of Animal
Waste Management Systems Manual.
Records of the annual Wastewater and soil samples analyses
will be kept.

Animal Waste Plan, 4 Feb 03; Page 15
A minimum of two compliance inspections per year will be
conducted by the State, one by DWQ, NC DERNR and one by NC
Division of Soil and Water. Both inspections will include all
facets of hog waste management (e.g., waste generation,
collection, storage, distribution, -application, and percolation).
Items not in compliance with the Waste Management Plan will be
cited as violations.
The above records will be maintained for five years.
VII EMERGENCY ACTION PLAN
See attached checklist
VIII ODOR CONTROL
See attached checklist
IX INSECT CONTROL
See attached checklist
X MORTALITY DISPOSAL
See attached checklist

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740'x 240'=4.0 ac
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950'x 240' .23 ac
21
10 (A 240'=5.84 cc = -
19 - _ --
1070' 240'=5,90 cc
17
1030'x 40'=5.67 cc
,15
96t240'
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11
400'x 24 '_2_25 cc
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485'x 200'=2.23 cc
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200'=2.98 cc
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940'x 240'=5.18 ac
U
-- -
CD - —
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--
_
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- - -
Cr
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A
730'x 200'=3.35 cc
10 A
600'x 200'=2.73 cc
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640'x 240'=3.53 cc
11
750'x 240'=4.13 cc
10
660'x 240'=3.64 cc '
9
240'=2.48ac
Ei
7
240'=2.64ac
5
240'=2.37ac
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490'x 200'=2.25ac
Gate Valves
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Revisions
I
eference
PROJECT NO.: 307t
Sheet 1 of 1
SPRAY APPLICATION
11 SC&E •- 250' I I
Property Uine
Property Line �—
Property Line
N89 30 31 W N89 2 5 00 W
-- -
_-- 2839.60 - -_ - - - -- --= - - - -_ _- - - - - 1145.75
P _-
Designer
RRR
1
16
98
Drawn
RRR
11
2
04
Checked
RRR
11
15
04
Approved
RRR
1 11
A5
04