040031_Application_20240329

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2024,the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWSO40031
2. Facility Name: Live Oak Farms 1&2
3. Permittee's Name(same as on the Waste Management Plan): Lee R Lookabill
4. Permittee's Mailing Address: PO Box 1106
City: Wadesboro State: NC Zip: 28170
Telephone Number: 704-694-3287 Ext. E-mail:
5. Facility's Physical Address: 1196 Gatewood Sta Rd
City: Wadesboro State: NC Zip: 28170
6. County where Facility is located: Anson
7. Farm Manager's Name(if different from Landowner): Travis McRae Lookabill
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Travis M.Lookabill Phone No.: 704-690-0411 OIC#: 22567
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 7,104
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultn
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 Lagoon 1/1/1995 Full,clay 162,702.00 28,560.00 18.30
1 Lagoon
2 Lagoon 1/1/1995 Full,clay 170,000.00 28,160.00 19.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d),either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3.Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6.Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7.Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a comoralion,signatures ou be by a principal executive officer of the corporation):
Name Title:
(Print):
Signature-` Q�1 Date:
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

ROY COOPER
Governor #
ELIZABETH S.BISER *� M° ����' ti
Secretary
RICHARD E.ROGERS,JR. NORTH
AR Qua!ty ��
Director ��� �� 2U24
February 12,2024
Lee R Lookabill
Live Oak Farms 1&2 NC DEQ/DWR
PO Box 1106 Central Office
Wadesboro,NC 28170
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Pennittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2024. In order to ensure your continued coverage under the State Non-Discharge General
Permits,you must submit an application for permit coverage to the Division of Water Resources (DWR)by April 3.2024.
Enclosed you will find a 'Request for Certificate of Coverage for Facility Currently Covered by an Expiring State
Non-Discharge General Permit."The application form must be completed. signed by the Permittee.and returned to the DWR b'.
ADril 3.2024.
Mailing Address: NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699 1636
Email:animal.operationsng.deq.nc.gov
phone:[phone]
Please note that you must include one (1) cony of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NC G.S. § 143-215.1
and could result in assessments of civil penalties of up to$25,000 per day.
Copies of the animal waste operation State Non-Discharge General Permits are available at
www.deg.nc.pov/animalRertnits2024.General permits can be requested by writing to the address above.
If you have any questions about the State Non-Discharge General Permits,the enclosed application,or any related matter please
feel free to contact the Animal Feeding Operations Branch staff at 919-707-9129.
Sincerely,
Michael Pjetraj,Deputy Director
Division of Water Resources
Enclosures: Request for Certificate of Coverage for Facility Currently Covered by an Expiring State Non-Discharge
General Permit
NorthCara]inaDepartmentafEnrireumeuWQaa}itg Division of Water Resources
$12 North SalisburrStrrd 1636h1ai1SeniceCmt(r Raleigh,North Carolina 2*b99.1636
`- v 919 7019129

BROWN CREEK Soil Water Conse� '.on District Natural Resources Conservation Service
WASTE UTILIZATION PLAN-
E
12110197
Producer: Live Oak Farm PTN #1 -grower for: Carroll`s Foods Inc.
Location: P O BOX 106 Facility Number: 04-31
WADESBORO NC 28170 0,200 CertFfied#: N'000355
%'of SR1121,W of SR1127 Live dak#1 is nearer Gateuvod station Lat: 3W-51'48" Lon& 800-0V-30`°
Telephone: [phone]
Type Operation: Swine - wean-feeder i (existing)
Number of Animals: 3552 (Design
Storage Structure: Anerobic Waste Treatment 'Lagoon
Application Method: irrigated
Animal waste must be land applied at a specified rate to prevent pollution of surface water and/or groundwater.
Plant nutrients in animal waste should be used to reduce amounts of commercial fertilizer required for crops (in
the fields where the waste is applied). This waste utilization plan uses nitrogen as the limiting nutrient. Waste
should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize fertilizer value of
animal waste; and, to ensure that it is applied in an environmentally sate manner:
1). Always apply waste based on crop needs and nutrient content of the waste. Do not apply more nitrogen.
than the crop can utilize.
2). Soil types are important...they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities.
3). Normally waste shall not be applied to land erodingat greater than 5 tons per acre per year. With special
precautions,waste may be applied to land eroding at up to 10 tons per acre per year.
4). Do not apply waste on saturated soils,when it is raining, or when the soil surface is frozen. Any of
these conditions may result in runoff to surface waters which is not allowed under NCDWQ regulations.
5). Wind conditions should also be considered to avoid drift and downwind odor problems.
6). To maximize the value of nutrients for crop production and reduce the potential for pollution,waste should
be applied to a growing crop, to bare ground not more than 30 days prior to planting, or, to a forage within
30 days of breaking dormancy. Injecting waste or disking will conserve nutrients and reduce odor
problems.
This plan is based on the waste application method shown. Nutrient levels for different application methods are
not the same; therefore, changing application methods in the future will require a change or revision of this plan.
Estimated acres needed to apply the animal waste are based on typical nutrient content for this type of opera-
tion. Actual acreage requirements should be based on the waste analysis report from your waste management
facility. In some cases a plant analysis may be beneficial-and, allow additional waste to be applied. The land
area receiving waste should be flexible enough to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for the crop being managed and grown.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H.0217
adopted by the Environmental Management Commission.
AmmeBded2118/00
by RLT(NRCS) Page 1 ANSON COUNTY NC

. .
` ��
mmOpw��CREEK mo�v�a*er—�*uee� on District A Natural Resources Conservation Service
IZA
WASTE UTIL PITION PLAN
Acres Lb.. N Utilized
=Table 1 7.16 acs 2148 lb.
T acs lb.
Amount of N Produced 1691 lb.
~~Mum be(zero)vr^Dofio8>in order to u@ba all the animal waste N produced!
Table &2 Notes: ' Acres shown are considered to be useable acres...excluding required,buffers,filter strips,odd areas,
and perimeter areas where waste cannot be applied or equipment limitations may preclude full application
rates. Actual field acreage may,and likely will be,more than acres shown in the tables.
' See the attached map(a)showing fields referenced im these tables.
- The producer and waste applicator are responsible for ensuring that spreader(or irrigation)equipment
is oaounateu,operated pmpony,and opp000 the correct mmo to the acres shown in the tables. Failure
to apply recommended rates and amounts of nitrogen shown in the tables may invalidate this plan.
Important information for Application of Liquid Animal Waste
e
Refer to Waste Storage Facility Design/'As Built" Drawings or OEM Plan for amount of temporary
storage time, start pumping elevation Wkstop pumping elevation.
Irrigation/application rates should not exceed the intake rate for the soil au the time uf irrigation...or runoff and ponding can occur.
The irrigation/application rate is ounuoUoU by initial soil moisture content,uui|otmctue,soil tomum,irrigation water droplet size,
and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of
irrigation nu,should the plant available nitrogen(PAN)applied exceed the nitrogen needs of the crop.
The producer and irrigation designer is responsible for ensuring that an irrigation system is installed to properly irrigate animal
waste on the acres shown in Tables 1 mu. Failure m apply recommended rates and amounts ofnitrogen shown m the tables
may invalidate this plan. Application of liquid waste by other methods(honey-wagon,etc.)is the responsibility of the producer.
-
Arnmeded 2/18/00
byRLT(NRCS) 3 ANS0000WNTY NC

BROWN CREEK Solt Water Cons.." on District A Natural Resources Conservation Service
WASTE UTILIZATION PLAN
Narrative of Operation
Figures provided are estimates of waste production...excess wash water or run-off(if any)may increase waste volume.
Operation constructed to NRCS design and specs, and certified (0.200) 6/95. Underground main/hydrant
irrigation system installed by Greg Johnson, Bladen Co.
Wettable Acres Certified with this ammendment to Waste Utilization Plan.
NOTE: Refer to Swine Waste Irrigation Application System Layout Map for field information.
Woods adjacent to some fields are wetted, these areas are outside what is considered "effective
wetted"area for this irragation application system (>78% of"wetted radius")and nutirents applied
are considered minimal.
This WUP updated to reflect NRCS-FOTG 633 figures as generally requested by DWQ Permitting Section.
Note that there are now small inconsistendees between temporary storage volume in the lagoon design
and this WUP. Lagoon was constructed to NRCS Standards &Specs.
This WUP amended 2/18/00 to increase Nitrogen rate on interseeded ryegrass from 50 Ibs.to 75 Ibs. with
restrictions as to timing. 75 LB rate used for grazed. See appendix 1 for these notes on application timing.
Ammended 2/18100
by RLT(NRCS) 5,6 ANSON COUNTY NC

BROWN CREEK Soil Water Cc on District Natural Resources Conservation service
5
WASTE UTILIZATION PLAN
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 wetlands provided they have been approved as a land
land application site by a"technical specialist". Animal waste should not be applied on grassed waterways that
discharge directly into water courses,and only then at agronomic rates provided the application causes no run-
off or drift from the site.
16. Domestic and industrial waste from washdown facilities,showers,toilets,sinks,etc.,shall not be discharged into
the animal waste management system.
17. A protective cover of appropriate vegetation will be established on all disturbed areas(lagoon embankments,
berms,pipe runs,etc.). Areas shall be fenced,as necessary to protect the vegetation. Vegetation such as
trees,shrubs,and other woody species,etc.are limited to areas where considered appropriate. Lagoon areas
should be kept mowed and accessible.Berms and structures should be inspected regularly for evidence of
erosion,leakage,or discharge.
18. If animal production at the facility is to be suspended or terminated,the owner is responsible for obtaining and
implementing a"closure plan"which will eliminate the possibility of an illegal discharge,pollution and erosion.
19. Waste handling structures,piping,pumps,reels,etc.,should be inspected on a regular basis to prevent break-
downs,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 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 animal waste lagoons. Pumping shall be managed to maintain liquid levels 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 is applied. Nitrogen shall be the plant food element that determines application rates. Soil zinc and copper
levels shall be monitored and alternative crop sites used when these elements approach excessive levels. pH shall
be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be maintained for
5 years. Poultry dry waste application records shall be kept for three(3)years. Waste application records for all
other waste shall be kept for five(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina regulations.
Page 6 ANSON COUNTY NC

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• • •
at
Live Oak Farm #1
1. Stop the release of wastes Depending on the situation, this may or may not be possible. Suggested
actions are listed below.
Lagoon Overflow
Add soil material to increase,elevation of embankment Call a pumping contractor
Pump waste to fields at an accceptable rate Make sure no surface water is entering lagoon
Stop all flows into lagoon immediatley
Runoff of Field Applied Waste
Immediately stop waste application Evaluate and eliminate reason(s)for runoff
Contain waste in a temporary diversion Evaluate application rate for fields where runoff occured
Incorporate waste to prevent runoff
Leakage from Pipes, Pumps and Sprinklers
Stop recycle pump Close valves on leaking pipes to eliminate discharge
Stop irrigation pump Repair all leaks prior to restarting pumps
Leakage from Flush Systems, Houses, Solid Separators
Stop recycle pump Stop all flows in house,flush systems,solid separators
Stop irrigation pump Repair all leaks prior to restarting pumps
Make sure no siphon occures
Leakage from Base or Sidewall of Lagoon...often seepage as opposed to flowing leaks
Dig a small sump or ditch to safely catch seepage,install subersible pump,pump seepage back into structure
If seepage is cased by burrowing animals,trap and remove animals,compact clay soil material in holes
Have a professional evaluate the condition as soon as possible
2. Assess the extent of problem and record obvious damages.
Did waste reach any surface waters? Could spilled waste reach surface waters?
Estimate volume of waste released and duration of event Could a rain event cause waste to reach surface waters?
Note Damage...employee injury,fish kills,property damage Are potable wells endangered(on or off property)?
Did spilled waste leave the property? Estimate how much waste reached surface waters
3. Contact appropriate agencies. See numbers posted on front of this plan.
Call the DWQ(Division of Water Quality)...Regional Office or After Hours Emergency number
Have the following information ready: Your name,facility,telephone number,details from Item 2 above,
exact location of facility,direction of movement of spill,weather/wind
conditions,corrective measures taken,seriousness of situation
Call local EMS phone number if spill leaves property or enters surface waters...instruct EMS to contact Health Department
Contact local SWCD-NRCS Office for advice/technical assistance(also may want to contact Extension Service Office)
4. If none of 3 above works
Call 911 or Sherrifs Department,explain situation and ask personnel to contact the proper agencies.
5. Contact the Contractor of your choice to begin repair of problem to minimize off-site damage.
Contractor Name: Phone:
6. Contact the Techical Specialist who certified the structure (NRCS, Consulting Engineer,etc.).
Technical Specialist: Robert E.Horton Jr. Work Phone: [phone]
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify damage, repair
system and reassess the waste management plan to ensure no future release of waste. USDA-NRCS
BROWN CREEK SWCD
Post in a Prominent PlaceM Anson County NC

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Wettable Acres Determination Certification
Name of Facility:_L;l,� �c C ,= e-- A 1 Facility Number:014
Owner(s)Name:_L:v e O.-*k k [n( Phone No:'lo q kS S-R i l?
Mailing Address:
By signing this form,the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed.to conduct a Wettable Acre Determination. The facility's Waste
Utilization PIan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along-with the
applicable Waste Utilization PIan and Wettable Acre Determination Certification will be fled with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by-a technical
specialist and fled with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any'new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: L. Cl�*
Owner Signature:
Date:
Technical Specialist Name:
Technical Specialist Signature: Date. .jn-�6-!J
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to MRCS Standards. `Animal waste
application Equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature: Date:
Submit this form to:
Attn: Sonya Avant
von-Discharge Compliance unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
W"ADC-7/99

1
CAWM-v Weuabic Acre Stationary Sprinkler/Cyan Field Data Sheet,220/99
STATIONARY GUN SYSTEM
..r
FIELD DATA SHEET *
L`� Gun make and model number hlz/se» &.9 Gun l
;� Gun nozzle size . 7) [inch], ring orifice, taper bore orifice
3. Lateral spacing [feet] by Gun spacing along lateral [feet]
4. Operating pressure at the gun 7 D [psi]
5. Gun wetted diameter ? [feet]. _Z3o measured orIRS determined from gun chart
6. Number of guns operating at one time—t
7. Total number of guns or gun locations in the system ssm- NY
Exterior Guns: part circle full circle
Interior Guns: full circle
Gun Locations Permanently Marked: des no
9. Supply Line __A_Persnanent Pipe Portable Pipe _
** 9. Lateral line size [inch]. If more than one size, indicate size and approximate
length of each. Can be done on the map.
** 10. Lateral line length [feet]. (Longest lateral)
**11. Supply line size [inch]. If more than one size, indicate size and
approximate length of each. Can be done on map.
**12. Supply line Length [feet]. Maximum pumping distance.
**13. Pump make and model number h'e,.kle„ _-
**14. Pump capacity [gpm]
**15. Engine make and model number or
**16. Electric motor horsepower and rpm 10 [hp] [rpm]
Note: It is strongly recommended that gn1n wetted diameter be field
measured. It should be done on the longest lateral about halfway down the
lateral. y —
* Locate each gun or gun location on the map. Indicate whether full-circle or part-circle
Show the location of the supply line. Irrigated acres will be determined by lateral line, by
zone or by field.
** Optional data, furnish where possible
*** Information furnished by
- X
_ Z
�
Signature of 3er or Facility Representative Signature .,clinical Specialist
L doh /ZZ
Printed Name of Owner
or Facility Representative Printed Name of Technical Specialist
Date C 9� l ( / Date �
*** Only the person or persons collecting the data should sign the data sheet.

GANVNIP Wettable Acre Stationary Sprinkler/Gun Computational WorkAeet, 2!20;99
STATIONARY SPRL'�TKLER /GUN SYSTEM
COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) Field Number(Identification)
2. Irrigation System Designation4 Existing Irrigation System
New/Expanded Irrigation System
3. Number of Stationary Sprinklers #Interior sprinklers #Exterior sprinklers
4. Wetted Diameter [feet] From field data sheet
5. Spacing �- _�`D ,rinide T aPhg ong lateral tfeetl
Sprinkler spacing as percentage of.wetted diameter
< f AA
lk
J. Spnnkler Pattern - b7` a�lple Laterals Single Lateral
Excessively spaced Sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and sprinkler location.
Acres per Interior sprinkler from Table Column
Acres per Exterior sprinkler from Table Column.
$. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each category in
the field. Sum all of these and this * th tot irrigated acreage for the field;
�e c�n. r•� ,"� 'fires
(a) Acres per Interior Sp er m Sprilers -
(b) Acres per Exterior Sprinkler X Sprinklers = Acres
Total Wettable Acre for field (Sum: 8a + 8b)
Wettable Acre Computational Worksheet Completed by: ! Date: /o

LI Ve Oak Farms #1 Swine Farm
Swine Waste Irrigation Application System
Layout Map
Scale: 1 " = 200'
z
0
well
�— !
well
!�k g , G Hog
.,o �, ! ell Operation
"`` Legend
' ,62'
e
j ! 1 100 ft.buffer around well
171 � i
1
f O Gun Diameter
d
I �
G- Hydrant-with gun cart pull 20ft.
j k Field Boundary-Fence Line
/ 25 ft.buffer along perennial
water
% x distance-gun spacing
170
x y distance-lateral spacing
240 , �� e
u
69 \-A
4
A^ NOTES to O> I peration and-Wettable Acres'Determination
a Map surveyed in field with total station
Operation sited 1118195,Construction complete&30/95,0.200 certffed 6/30/95 i
/ Setback Requirements-26 from surface water, 100'from well —
/ i I

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Leroy �- � K���x � �����
Lermy Lmokabill et al
dba LIVE OAK FARMS
(a partnership.)
Anson County NC
Investigation Date: January 18, 1995
Location/Description: Portion of ASCS Farm 252 T-2098; north of
and adjacent to SR 1121 , Just west of US 52 and SR 1127
Method Used: Tr.ackhme test pits
Conducted b Others present :
Robert dartor Howard Hobson , Carrol | ' s
NRCS Di str~i ct Conservationist Foods
Wade & Charlotte Howard
trackhoe operators
Mr . Lookabii ( and others ( dba Live Oak Farms , a NC partnership )
plan to build two Carro | ls Foods contract swine nurseries ( each a
3552 wean-to-feeder operation ) at separate sites on this farm.
Prior soil and site investigations were completed as follows :
Fehruxry 1W4 ' no written rqort, check a site that proved unsuitable, meot�iooed in March 1994 reyort
March 1994 ' initial investigation for two sites (see reyort)
July 1994 - additional investigation, proposed lagoon location for site #2 moved due to significant
cultural/historic resource (see reyort)
Since the above investigations , planted pines at both sites have
been cleared , topo maps drawn ( by Harrington & Associates-RLS) , and
> preliminary facility/ lagoon layout plans conceived ( by H. Hobson ,
Carro | l ' s Foods & R. Horton , NRCS) . Additional soil investigation
pits were needed to verify site suitability for constructing the
lagoons as finally arranged/planned at each site . This soils
investigation provides the zdditiona | information required .
'
Latt/tude - 34 54 28 N, Longitude 80 02 54 W
So i | Map Units : R0 - E"v iu |omy sand
Findings - Four test pits were excavated in the proposed waste
treatment lagoon area. Predominate soil materials encountered were
SM, CL, SC, ML-CL and some SW and ML ( see unified classification
legend on back of Soil Investigation Log Sheet ) . The CL and SC
materials have relatively low permeability when properly compacted
and make satisfactory Fill materials to construct an embankment .
ML-CL materials can be suitable construction materials with close
control of moisture content during placement and compaction .
Depths and thickness of these soil construction materials vary ( see
Soil Investigation Log Sheet ) . A deep layer of lightly cemented
sand (SW) underlain by ironstone (2-4" thick ) was encountered in
pits 01 that was relatively difficult to excavate ; grey color
indicated a possible seasonal water table ( or relic WT) near the
the ironstone layer . Another thin and ruptic cemented layer ( not
difficult to excavate ) was encountered in pit 43. Rotten rock
resembling porphorytic granite was observed in the bottom areas of
_/

Ler-c=}• Laob.ab i ! I iY a 1 cc=f,t ' d -
Genera( Soil Note: This site is near a contact area b9wen residual piedmont soils (from por•"Yritic
granite) and upper coastal plain soils. All pits showed influence of marine infuence especially on the
ridge too (Fit #1) and at higher elevations (see interim geology map).
COnC 1uciOns — Str i 1 materials on this site are suitable for the
construction of a. swine waste treatment lagoon . The SM
+;: i l I need tob e overburden
stripped I" 1 (:+�a e a:t t!:t expose f.:,s;i=-�.' the a {.:l_ i:+: J�:� material to t:+e used
in the embankment ( or- for a. clay I i ner- if needed ) . Some of the
overburden and other SM material a l may Possibly i la , the- - Y f- - I y t: e used e+j i n r _ outer
he l I of t.i-:e ernt,an)::rarent . :::'some difficulty will be encountered
excavating the ironstone layer that was found . i`.Ieed for a clay
liner will depend on final design bo't:ta_arn elevation and character or
Mi...._CI_ areas ( Pits 01 „ ,4) 'v a. field determination during
construction a.'i l I probably be required . Clay liner thickness a.n+_1
+_+rnr::ac.tisir': will he determinea_I by the designer . A st•,eepsfoot roller
must be used to compact soil construction materials during
construction of this lagoon. The arEea of deep sand (SW) associated
with Pit 01 rnt_:st: be 1 I ned or cored to a. depth below the ironstone
layer . Additional CL, SC material from the hru i I d i ng pad a.r'ea. ( p i -t;
,f` oil investigation) i
1. :;!::`.1.,. 1.''V4 ��a.t; i +_+r-:) I s a.'Y a. I l i t:+ e (`i,1-` liner material ( _i I'
the embankment ) .
All designed temporary waste storage in this lagoon should Occur
above the probable seasonal high water table . . estimated elevation
: ._..0 , 8.5 f t . below natural ground level for pit# 1 , This
should
not be a. problem..
Site# z
.... ... 54 t_?�� I'•I. Longitude -- 800 ::?4
Map Ur, i 106B - F'acolet gravelly sandy loam
Findings — Three test... pits were excavated in t I-i F_' proposed waste
treatment lagoon area ., Predominate so i 1 materials
were `_iM., f..:t_.., M�..--"f':1.... and some Mi.._ ( see unified classification encountered
on back ofSoil Investigation legend
.j I"7 Log'�� Sheet ) .�I"1 e E?t:� ? The e
C I material
: nIa " r ,Eir ij1 permeability : " : r properly compacted a.r-a cl make
sa-t I s hact+_•ar-•st fill materials to construct an embankment ( or clay
f i n e r ) .. I•h e f'i t f_`t_. material c a.fl be suitable construction material
with close control of moisture content during placement and
compaction . Depths and thickness of these construction materials
l r
_:
._ f" 't:" I a:i I'i rfl::t.'t,e I'- !
were Fairly uni '( _irrri ( see Soil Investigation Log Sheet ) ; with ,
the
,..._ material generally found at ._ - f ft ,. Some random and non-;
contiguous gravel was observed in pits 01 ,'•::: 2, , Hard r" i G i c
granite bedrock was exposedb• approx . 9 ft , in pits 01 �' , Mica
increasing with depth { o r+�rock ) 4�i: s "{E nei a l l y ,�1..+=er� v at... •-2
t`.,
n _
1._ ...,_.. ... I'll_..) .
General Soil Note: This site is near a contact area between residual piedmont sails (from porph'yritic
granite) and upper coastal plain soils. There appeared to be a thin layer of coastal plain soil material
over residual piedmont material in all three pits; the random gravel also confirms mixing and marine
influence (see interim geology map).
Conc l u d Ons — Soil_ 1 I materials on this site are suitable _
r the
construction OF a. swine waste treatment lagoon . i M
need to be stripped. Some is f• the overburden -II
i l I
r._ler'I rna.� + f-,C.+'•��C�t�ltt';'ft�
the t_+ai,cks l L+e of embankment . Use the exposed CL and (.t._ .Irii__

..
�r Leroy Lmokabil / t a} cont 'd
�~
materia | in the embankment . Maximum cuts in the } a3oon shou | d be
6-8 ft . Need for a c / ay / | depend on fina| desi3n bottom
e | evation ( proximity t� ML, and/or character of ML-CI I
determination durin8 coostruction wi | | probab / y be requ red CIay
| iner thickness and compaction wi � | be determined by the de ^ igner
�� sheepsfoot roller must be used to compact soil construction
materials '
materials during construction of this Iagemm. Due to the `ature
»f granite bedrock in the area, there is no 3uar ant ee that ^ard
rock wi / / not be encountered during > a3oon construction . P^evious
so � } investi3ations (2/24/94 and 3/21/94) indicated hard ro' k in
adJacent areas at varied depths . ^
-
* * * * * * * * * * *
NOTE: LonSitude and Latitude by handhe | d 8PS - H. Hobson
Pits surveyed an ocated on topo maps - R. Horton
_ - -

tloIL xNvi�H� bhTtblY too fit
-
lero'� ���c�►11 a_ bi.��ric1: BROWN CgFr..E
tJo•___?Rt Ttaut flo. county--
job Pr�clice_ ,may Sw� _ job C1all!,�_ -II bade Vq c
-
Ccar.� I UOTEs �� of e�rrrt ND.
-- scrim P. Ran �rh� � �YoT�s
ScAUK t�, rToTCS
jig
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Geologic Map (unedited draft)
fl;
T,- C)zk I-C
Leroy Lookabill et al
Swine Lagoon Anson CounLy W
V
eo,
r 1 1!4,
AR
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A

It unedited drift
Open File Report Number 1.4 1
k�
i�
LEGF_ND'f0 ACCOMPANY CFOLOCIC NIAP OF REGION II g
'Phis geologic map was compiled front published reports,theses,dissemations,and original
mapping cnnducled as a part of the North Calolina t icological Survey's regional geologic Wrapping program. Some of the previous mapping was nscd wilhont modification. Other Wraps were
modified to various degrees, partly as a rr salt Wf reconnaissancc mapping and partly for
cannnon;tlily• The use of previous ww'otk is gralrfully acknowledged:however,Ilia Ueological Y k
Survey See lion assumes responsibility for any errors, omissions, or revisions. for previous !:work,refer to the Index of Geologic Mapping.
To achieve conformity Throughout the mall and h7 make the mapp nlnre useful IW tite public,
similar rock types were rmmbiucd into genetaiizcd units which could be ext_nrtr(I over large areas.finwcwr_r, even though the Wrap was gencralizrd, certain arcns may falsely appear more yf
e^_Oingically complex than olltcrs because of thr vnriely of different scale maps itself daring ��CC compilation.
I
SFUTA•d1;N YAP Y ROCKS
AL Floodplain ailuviunr I
Gray,buff to brown.unconsolid;,,-,I snarl,silt,mill clay widt snore grnvrl beds.
f .1. 1'crtace Alluvirnn
t Roth high and low Icn'accs❑nr1i:•i lr+l,unconsolidalcd.gra}',bufrto hrt+tvn grnvel,Sand,silt,quid clav(I). .S91»e tcnacrs are ntainiv snn(I,silt,and clav,whereas olhcrs We cnnSpirnousiy grnvel rich. •fire hirin•st terrace deposits("I'l)in Ilre f cc Dec River re
appears similar to but is not Mitldcnrinr f Formation.
GI• l High-levelCravels
J Stiff to Inn, fiuvial,cross-sttntili+•d sands wilh rrrlcrCahtled stlingrrs of gravel.
Gravel is mainly gnartzitc and is rlisTiuct fiom gravel in floodidaIIt terriers, -it(ICretaceous deposits. Deposits o.'crlic Alidclrndorf Formation. Several workers Imv
assigned most oulcrmps to"Ci»onellc"For rnalivn.
. Pinelrtnst Formation
�
Ruff to light brownish red,uncrnrSodielnlctl sutficial sands. Primalily nred(mm sanci
With SmnlI nmount.s of silt and clay. Planar cross bedding and horizonlal bcrhling
can be seen in some fresh cull. Can be conf»setl with soil formed on underlying .5 Middendorf Formation.
Eocene undivided
Tan to reddish brown phosphatic sandstone,glaucroitic sandstone, fossilifcrons a
sandy opal clayslottes.
Middrnclo-f Formation a
M Light-gray, huff to light-brown• fiuvi;d. most to poorly induraled, cnnnnonly
m
cross-stratified Silty sands wish subordinate lenses of clay ;urd pcl?61cs: clay balls
enirinr in sonic sections. /•".._
I Yron
INTRUSIVE ROCKS n r
db Uiabase � d�
Dense,dark gray Iv black,fine-
chiefly of art Wr. la-medium-grai:ud(likes and(are Sills crnnposed
in widUl. R g olivine.,and plagioclase. l)ikc.s rally from 1 foot t
Ucc r Pi eineI Fiell(1955)reports sills up In 4qD feet thick from borehole data In the
1 cr Cmnl Meld, o I50 feet or more
Pat of which crnl+.s Orr(in mOrtlteastern Region Id.
Gabhro and fvleragnbbro
Fresh,llnnlCl nrorplloSed,r11a SSivr,dark
of hornbl(nOl�cy'roxenc,olivine,and phrginclnsr trots
Counlies. c-omsc-¢rained BahhrO composed chiefly
principic rn(oeral Irornblgtcfclro sills ( out nit Anson air(Riclnnoud raw
calcite, crap out in hiontgot»erY CouutY- 7'he
Pyrite,and fcucoxene. Other n inaals include felds •tr,
P• sericite.epidote,
GR Granite
Post-rnetalnorp►tic granitic rock
Granite is ctimposrtiorla((Y zoned and consists a atonzondte,
quartz diorite. Characterized b P Y.. porPnite.g Tile rilesville
quartz, and biotite W Y Por h ri»r_rapakivi texture with a nlatnr�o Ph-0 jle'and Rockingham is ( askot 1970). The h4ills 'tte Lnke
porphyriIle bur has not been studied in derail. Granite northeastmof
Qyr Quariz 'do
Quartz veins
3 Eel
t

uperator:LEE ROY LOOKABILL County! ANSON Date: 02/10/95
Distance to nearest residence (other than owner) ! 1200. 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. 0 lbs
3552 head (wean to feeder) x 30 lbs. = 106560 lbs
Describe other : 0
Total Average Live We t= 106560 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 106560 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 106560 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION Ner =NG..,jDea #vr cmrAras Rx@Ur-gT"
Volume = 0.0 cubic feet
4 . TOTAL DESIGNED VOLUME
5 s;�es . 8c�. aho�+a. Cs����.s
Inside top length (feet) ------------- — --- 238 . 0' mcky, 112!m;n.
Inside top width (feet) ----------------------%yyt*2@.
Top of dike elevation (feet) =---------------- 96. 0
Bottom of lagoon elevation (feet) ------------ 86. 0
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 5S/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 .0 3 . 0 3. 0 232. 0 ±±4 . 0 ►33,0 9 . 0
AREA OF TOP Sao-- "thaT%� 'svnmu,�T Lt.\dc1L%, Ly R.VL-A.P
LENGTH * WIDTH = V&Sal
232 . 0 =14 . 9133.0 -z6 9 (AREA OF TOP)
nW. . mom .
AREA OF BOTTOM
LENGTH * WIDTH = IdS�ta
178 . 0 69, 0-M-0 4•A444 (AREA OF BOTTOM)
Mom . Max .
AREA OF MIDSECTION•
LENGTH * WIDTH * 4 11b5t
205. 0 6:7.0- IN.-O W 19 49 (AREA OF MIDSECTION * 4)
rtox
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
264413 . ?13 4 0 166$$:$ 1. 5
253n� -11/eSt 113,21L
Total Designed Volume Available = -162?OR- CU. FT.
IId3,33�

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width = 284aG
238 .0 -28560.0 square feet
mat. PEW .
Buildings (roof and lot water)
0. 0 square feet Describe this area.
zg4zr�
TOTAL DA 228569.. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 106560 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 194650 gals. or 26022 .7 cubic feet
r-B. Volume of wash water
l
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculatf
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * i8o' days storage/7.48 gallons
Volume = 0. 0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = - 5. 0 inches
Volume = 5. 0 in * DA / 12 inches per foot
IIIq 1.1
Volume cubic fee

5D. Volume of 25 year - 24 hour storm
Volume = 6. 3 inches / 12 inches per foot * DA
Volume = �yQ Z �5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 26023 cubic feet
5B. 0 cubic feet
5C. 11W4 4 W cubic feet
5D. 14Q Za- 14994 cubic feet
TOTAL 5Z186529T7 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation==--========> 5. 0 inches
25 year - 24 hour rainfall==================> 6. 3 inches
1 4 0 90ou
Side slopes=====---- 3 . 0 : 1
Inside top length===========================> 238. 0 feetmoat, HZ.D k. non
Inside top width____________________________>134-0k*e-re feet mmx . L&o A. r1in
Top of dike elevation_______________________> 96. 0 feet
Bottom of lagoon elevation===========-------> 86. 0 feet
'7 7 C9 A
Total required volume_______--------�- �'=-=T't1. - cu. ft.
1 ' 3 _-
Actual design volume__________________ - cu. ft.
Seasonal high watertable elevation (SHWT)===> 92 . 0 feet
Stop pumping elev.=====================_====>gZ.5 -9?r: feet
Must be > or = to the SHWT elev.==========> 92 . 0 feet
Must be > or = to min. req. treatment el.=> ck,s 92. 9 feet
Required minimum treatment volume=====__--_-> 106560 cu. ft.
Volume at stop pumping elevation====��_-_== cu. ft.
Start pumping 34-4 feet
Must be at bottom of freeboard & 25 yr. rainfall ` ,mz
Actual volume less 25 yr.- 24 hr. rai yA��1==> cu. ft.
Volume at start pumping elevation===-�-- _= cu. ft.
Required volume to be pumped=====____ a q 9 2 a- CU. ft.
Actual volume planned to be cu. ft.
Min. thickness of soil liner when required==> 1. 5 feet
7 . DESIGNED BY I-� �.� �, — APPROVED BY s
DATE: Z1 io 195 DATE! 2 2'7- qS
NOTE: SEE ATTACHED
'1 WASTE UTILIZATION PLAN
1 \ l
COMMENTS:
�(_ l Q� �, 4r► o�o �� c H ccK m A pE o N curs e ri u�s

LIVE OAK FARMS (Leroy Lookabill) - lagoon volume capacity calculations
tv R. Horton 2/95
f—)neral Information: see attached site drawing
5 - sides, 3 rt. angle corners
Uniform (or uniform variable slope) bottom
Elevation Top----) 96.0 Freeboard 1.0 ft. Side Slopes Ratio affect.
Elevation Bottom Min.-) 86.0 Max.-) 86.0 @ L/W lines calculations
------------------------------------------------
Length at top (ft) Min.-) 112 Max.-) 238 >)))1 6.00 3.00
Width at Top (ft) Min.-) 65 Max.-) 139 1)))) 6.00 3.00
CALCULATIONS:
Length of Remaining Side (to nearest ft.) -----: 146 ft.
Surface Area (at top of lagoon)----------------: 28420 sq.ft.
CAPACITY:
Volume calculations using prismiodal formula d 11 wl 12 w2 area
Area 1 95.0 max.---26354 1.0 232 133 124 73 26354
Area @ 86.0 bottom-10876 10.0 178 79 104 61 10876
Area of midsection-17915 5.5 205 106 114 67 17915
(Area Top + (4*Area Midsection) + Area Bottom) * Depth/6 BOTTOM DIMENSIONS @ elev.- 86 minimum bottom
26354 71658 10876 1.50 Length - (ft) Min.-) 74 Max.-) 178
Width - (ft) Min.--) 18 Max.-) 79
Available Design Vol. to Min. Bottom: 163333
TOTAL DESIGN VOLUME AVAILABLE: 163333
DESIGN ELEVATIONS (VOLUMES)
6.8 198 99 106 54 16612
Min. Volume Elev. @ 92.5 Volume-----: 107534 3.5 217 118 116 64 21939
6.8 198 99 106 54 16612
Stop Pumping Elev.@ 92.5 Volume-----: 107534 3.5 217 118 116 64 21939
5.9 203 104 108 56 17941
Start Pump Elev. @ 94.2 Volume-----: 147094 1.8 227 128 121 69 24990
Actual Volume Effluent Pumped --------- 39560

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system:
The designed temporary storage consists of ' 180 days storage for:
f1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary fromear to year. The 25 year rainfall will not
be a factor to consider y n art annual puxtpi"q oyale, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s). from
building(s) . If the outlet pipe is not installed at the elevation to
begin Vumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soile, crop, and equipment in order to apply waste withoutrunoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1 . It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When recharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2 . The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land .application.
3 . Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevationcA.L4 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation95 9 . . This temporary
storage, less 25 yr- 24 hr storm, contains 93 cubic feet or
4Q4444 gallons. 311%65
Z8L85 Z

SHEET 2 OF 2
4 . The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0. 3
inch per hour. Refer to the waste utilization plan for further details.
5 . Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7 . All surface runoff is to be diverted from the lagoon to stable
outlets.
8 . Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence o? within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

rumu Lvr
d aff 4- CARROLL'S. FOODS, INC.
a
P.O. Drawer 856
co WARSAW, NORTH CAROLINA 28398
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
Farm LEE ROY LOOKABILL, ET. AL.
Name or Number
3552 HEAD NURSERY SITE #1 REVISED
Farm Description
I
Location
ANSON COUNTY
5 Lgn�ce d O'Jet%lead
.a
SERVI
ONSERVAT10; CE
JOR,1104 ROAD
Company Farm WADESECRO NC 2817,041A2
Contract Grower
fk'�REEK SIM XTER
U,
N MISTNICT
FiRST
T] RO P@
nc 2ago-3142

CARROLL'S. FOODS, INC.
v P. O. Drawer 856
WARSAW,NORTH CAROLINA 28398
IMPORTANT INFORMATION
ABOUT LAGOON CONSTRUCTION
LISTED BELOW IS A BRIEF SUMMARY OF VOLUMES AND OTHER
DATA:(SEE CONTENTS OF PLAN FOR MORE INFORMATION)
EXCAVATION 8785--- cubic yards
FILL (pad & dike) 8785--- cubic -yards
TOP SOIL (minimum 3'0 thick) 260--- cubic yards
CLAY LINER (represents a complete liner) 1553--- cubic yards
Constructed top of dam must include a minimum of 5% settlement -
VXAMPLE: 10 feet high dam will require 5% of 10 feet or 0.5 feet
fill above planned top of dam,
Clay content, thickness and compaction of liners (if required) are
very important. If the certifying technical specialist is unable
to approve the liner with normal field techniques, an independent
engineering _ analysis will be required (see CONSTRUCTION
SPECIFICATIONS for additional . information) . . If an independent
engineering analysis is required, this expense will be the
responsibility of the owner/grower:
Special attention needs to be given to the seeding specifications.
The lagoon dike must be seeded according to specifications before
the system can be 'certified and stocked with animals. (Consult
with your NRCS Conservationist regarding mulching)

r
TABLE OF CONTENTS
CONSTRUCTION INFORMATION
OWNER/CONTRACTOR INFORMATION
MEMORANDUM TO GROWER
CERTIFICATION FORM (NC ONLY)
SITE EVALUATION (IF APPLICABLE)
VICINITY MAP
ASCS TRACT MAP
SOILS MAP
SOIL INVESTIGATION WORKSHEET
WASTE TREATMENT PLAN
AGRI-WASTE MANAGEMENT INFORMATION (NC ONLY)
WASTE UTILIZATION PLAN
OPERATION AND MAINTENANCE PLAN
CONSTRUCTION SPECIFICATIONS FOR LAGOON
J
SEEDING PLAN (FARM SITE)
COMPUTER DRAWING OF EXISTING GROUND
EXISTING ELEVATIONS
LAGOON CROSS SECTION DIAGRAM
COMPUTER DRAWING OF PROPOSED LAGOON & BUILDING PAD
SITE BALANCE REPORT
COMPUTER DRAWING - ALL DATA PROPOSED
COMPUTER DRAWING - CONTOUR LINES
COMPUTER DRAWING - SLOPING LINES
COMPUTER DRAWING - BLOW-UP OF LAGOON OR BUILDING CORNER
BUILDING PAD ELEVATIONS
COMPUTER CROSS SECTION - EXISTING-PROPOSED-BALANCED
FACILITY OVERLAID ON EXISTING TOPO MAP

t
CARROLL'S FOODS, INC.
P.O. Drawer 856
WARSAW,NORTH CAROLINA 28398
MEMORANDUM
TO: All Prospective Contract Growers
FROM: Don Butler, Real Estate Manager
Howard Hobson, Resource Conservationist
RE: Legal requirements for swine growers in
North Carolina and how they relate to you
The facility design and waste management plan attached is of the utmost importance to
you and to Carroll's. This plan must be approved by a technical specialist with USDA -
Natural Resource Conservation Service prior to construction start. The lagoon must be
constructed exactly as designed unless changes are approved by the original designer and
NRCS personnel. The approved plan needs to become a part of your permanent records
and must be readily available for review if and when your farm is inspected by state
regulatory personnel.
When earthwork and lagoon construction is complete and the top of the. dike and
outside slopes of the lagoon have been graded, seeded, and fertilized it must pass a final
inspection by NRCS personnel in order for your farm. to be certified ready to stock
animals. At the time of final construction approval, the owner and the person certifying
construction must sign a document called "Certification for New or Expanded Animal
Feedlots" (a blank of this form is enclosed in your package) and this form must be sent
to the Department of Environmental Health and Natural Resources in Raleigh. Copies
of the signed document should be kept in your permanent file, one copy goes to NRCS
for their file, and a copy must be presented to Carroll's-Foods before any animals can
be placed-on your Farm. The owner is responsible for the Certification being completed
and sent to the appropriate places. Remember, NO CERTIFICATION --NO ANIMALS.
If you have any questions about the above information, please contact one of
us by calling 910-293-3434, extension 246.

ATTENTION OWNER AND EARTH MOVING CONTRACTOR
PLEASE READ THIS BEFORE REVIEWING THE ATTACHED WASTE
MANAGEMENT PLAN.
This design has been prepared in accordance with USDA- Natural Resource Conservation
Service standards and properly installed, will allow certification and stocking of animals.
The following items should be discussed PRIOR to entering into a contract:
1. This design is in compliance with state and federal laws. Any changes in design may
result in non-compliance and failure to be eligible for certification. No animals can
be stocked until the lagoon construction is approved and certified to the Division of
Environmental Management (DEM).
2. This design has taken into account data including soils, topography, wetlands,
streams, dwellings, wind direction, and owners concerns.
3. The volume shown represents excavation and fill in the lagoon and pad area. It does
NOT account for cut/fill for liners, roads, borrow areas, drainage or other related
construction activities unless specifically covered in the design.
4. Typically, the excavation volume represents the bulk of earthwork and is used for
price negotiations. All earth work beyond this amount will be worked out between
the owner and contractor, CARROLL'S DOES NOT NEGOTIATE PRICES FOR
GROWERS.
5. It is the desire of Carroll's Foods that the contractor receives a fair price for earth
work and the land owner receives a properly constructed lagoon and pad that will
meet design requirements.
6. DO NOT MAKE ANY CHANGES TO THE DESIGN OR FARM LAYOUT
UNLESS THE ORIGINAL DESIGNER IS CONSULTED AND APPROVES.
CARROLL'S FOODS ASSUMES NO RESPONSIBILITY FOR ANY DEVIATION
FROM ORIGINAL DESIGN OR CHANGES MADE ON THE SITE BY
CONTRACTOR OR ANYONE OTHER THAN CARROLL'S PERSONNEL.

-041
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a
ZEEK soil Water Conservation District USDA Natural Resources Conservation Service
WASTE UTILIZATION PLAN.
?.:ice �-w- r ��• - ___
}},.. ��da•.H�;,,�_ �- -�+:�. �.<;;,,, ♦ <'=a,x?4.� A rrwo, cxi�>:~�`r��? x 4t. ,e,.��. "\ 'kca:�'S` 4a v�
2iro�s7 .
PI'oducer Live Oak Farms PTN #2 grower for:.Carroll's Foods
.,Location:. P:O $OX ��6 Facility ltiumber. 0432
IIVADE'SB'ORO°NG 28170 0.200•Certified#: `Iu0.00827
N of°5R7121,'W of SR1127 Uve;Oak##2 is nearer.US.52 Laf~ 3.4°-54'-26" Lang: $U1-02'34"
Telephone: (70t) 695=9172
Type Operation. Swine -urean-feeder . (existing) N
N im- ber of Animals. 3552
(Design Capacity)
:Storage Structure: Anerobic Waste Treatment Lagoon
A,cation Method mated
>. '\<� .::.4o`'�F'S�`�.� 'i`� tts >+>fiifi�`4``� '�'S��Yt �x....is..R�`.�•1.,,�V�„`-S�'y9, F_ �dE�,��,-y"•KE3�X?'o'z+�a��t3R��co,9; z+� t'.�,,,.,• : �
Animal waste must be land applied at a specified rate to prevent pollution of surface water and/or groundwater.
Plant nutrients in animal waste should be used to reduce amounts of commercial fertilizer required for crops (in
the fields where the waste is applied). This waste utilization plan uses nitrogen as the limiting nutrient. Waste
should be analyzed before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize fertilizer value of
animal waste;and, to ensure that it is applied in an environmentally safe manner:
1). Always apply waste based on crop needs and nutrient content of the waste. Do not apply more nitrogen.
than the crop can utilize.
2). Soil types are important...they have different infiltration rates, leaching potentials, cation exchange
capacities, and available water holding capacities.
3). Normally waste shall not be applied to land erodingat greater than 5 tons per acre per year. With special
Orecautions,waste may be applied to land eroding at up to 10 tons per acre per year.
4). Do not apply waste on saturated soils, when it is raining, or when the soil surface is frozen. Any of
these conditions may result in runoff to surface waters which is not allowed under NCDWQ regulations.
5). Wind conditions should also be considered to avoid drift and downwind odor problems.
6). To maximize the value of nutrients for crop production and reduce the potential for pollution, waste should
be applied to a growing crop, to bare ground not more than 30 days prior to planting, or, to a forage within
30 days of breaking dormancy. Injecting waste or disking will conserve nutrients and reduce odor
problems.
This plan is based on the waste application method shown. Nutrient levels for different application methods are
not the same;therefore, changing application methods in the future will require a change or revision of this plan.
Estimated acres needed to apply the animal waste are based on typical nutrient content for this type of opera-
tion. Actual acreage requirements should be based on the waste analysis report from your waste management
facility. In some cases a plant analysis may be beneficial- and, allow additional waste to be applied. The land
area receiving waste should be flexible enough to accommodate changing waste analysis content and crop type.
Lime must be applied to maintain pH in the optimum range for the crop being managed and grown.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC 2H.0217
adopted by the Environmental Management Commission.
HmAmmemfed&30/OD
Ammended by RLT-NRCS Page 1 ANSON COUNTY NC

� z
n•
+. $iP OWIV CR.EEIIC Soil Water Conservation District USDA Natural Resources Conservation Service
WASTE UTILI TION PLAN
Estimated Annual Waste & Nutrient Production
based on figures below
WASTE
APPLY DESIGN SIZE ANNUAL WASTE PLANT AVAILABLE
ANIMAL PROD.UNIT TYPE WASTE SYSTEM METHOD #CAPACITY PRODUCED NITROGEN(PAN)
- 3552 1 0.007 acre=inch/unit 68 Ib./ac.-in.
Waste Generation Figures from NRCS Tech.Guide-Practice Code 633
Amount of Waste Produced per Year' 24.9 acre-inch approx.675157 gallons
Amount of PAN Produced per Year 1691 Ib. Plant Available Nitrogen
Amount of waste produced per year does not include excess wash water or run-off,if anyfl.
Applying all this waste in a timer manner is a big iob requiring time planning and appropriate equipment.
The following land/field acreage in Table 1 and Table 2 will be needed for waste application based on crop grown
and waste application method listed. See Appendix 1 for a list of Soil Types, ealistic Yield Expectations, N
Application rates, and Commercial N use assumptions used to develop this plan a ^^rdkeeping FORMS
(attached)for required waste utilization records that need�i intained.
.x nl' •. W00'^pj"•^•.".bW`OOY?_k •000!{{!rP^^'....��..'.+-w.tlCt^..tif??r;.;v.:.Y.... Y^.^.?v. vw. Mv..:^Y:^G:.:.;.; r.Y!•....
• v ..:. w} ..:q.C'•..;(.x...}.; fir,
wry.: W_•'M fS
.......,t }. ctt..y r J #' +.�;ribi`•, - s W::ti. {;:.;,.,•+�±y
?`n}. k8bri4.tiiyCviLiin{iC{
Acres Owned by Producer '
Table 1
{ ,5'1_
v LB.N Total
Tract Field Crop Soils Acres /Ac.- N/Utilized acre-inch Apply Month
2098 3 Bermuda-grazed 106B 8.64 162 1399.7 20.6 May-Aug
2098 4 Bermuda-grazed 106B 2.91 162 471.4 6.9 May-Aug
2098 -3 R egrass - grazed 106B 8.64 75 648.0 9.5 See Appendixl
20981 --4 R eorass- grazed 106B 2.91 75 218.3 3.2 See Appendixl
This N is from animal waste only. ITOTAL 11.55 acs 2737 Ib.
Indicates that this field is being overseeded(i.e. interplanted), or, that winter annuals follow summer annuals.
If nutrients from other sources such as commercial fertilizer are applied, they are accounted for in Appendix 1.
CAUTION: P and K may be over applied while meeting N requirements. In the future,regulations may require farmers in some parts of
North Carolina to have a nutrient management plan that addresses all nutrients(N,P&K). This plan only addresses Nitrogen.
Acres with Agreement or Long Term Lease
Table.2 (Agreernent with adjacent landowner must be attached)
(Required only if operator does not awn adequate land[see Required Specification 2D
LB.N Total
Tract Field Crop soils Acres /Ac.• N/Utilized acre-inch Apply Month
No rented land for waste utilization
`See footnotes for Table 1. TOTAL acs Ib.
Play Ammedded 510/00
Ammended by RLT-NRCS Page 2 ANSON COUNTY NC

BROWN CREEK Soil Water Conservation District USDA Natural Resources Conservation Service
WASTE
IJTi LI "ATON PLAN
Z.
ONES B all.
Totals from Table 1 & Table 2
Acres Lb.. N Utilized
Table 1 11.55 acs; 2737 lb.
Table 2 acs lb.
TOTAL 11.5-5 acs 2737 lb.
Amount of N Produced 1691 lb.
***<Deficit> of PAN -1047 lb.
***Must be 0(zero)or<Deficit>in order to utilize all the animal waste N produced!
Table I &2 Notes: Acres shown are considered to be useable acres...excluding required buffers,filter strips,odd areas,
and perimeter areas where waste cannot be applied or equipment limitations may preclude full application
rates. Actual field acreage may,and likely will be,more than acres shown in the tables.
See the attached map(s)showing fields referenced in these tables.
The producer and waste applicator are responsible for ensuring that spreader(or irrigation)equipment
is calibrated,operated properly,and applies the correct rates to the acres shown in the tables. Failure
to apply recommended rates and amounts of nitrogen shown in the tables may invalidate this plan.
Plan A=eRded513,9090
Ammended by RLT-NRCS Page 3 AIVSON COUNTY KC

Y '
BROWN CREEK Soil Water Conservation District USDA Natural Resources Conservation Service
WASTE UTILIZATION PLAN
Important information for Application of Liquid Animal Waste
Refer to Waste Storage Facility Design/"As Built" Drawings or OEM Plan for amount of temporary
storage time, start pumping elevation & stop pumping elevation.
Irrigation/application rates should not exceed the intake rate for the soil at the time of irrigation...or runoff and ponding can occur.
The irrigation/application rate is controlled by initial soil moisture content,soil structure,soil texture,irrigation water droplet size,
and organic solids. The application amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen(PAN)applied exceed the nitrogen needs of the crop.
The producer and irrigation designer is responsible for ensuring that an irrigation system is installed to properly irrigate animal
waste on the acres shown in Tables 1 &2. Failure to apply recommended rates and amounts of nitrogen shown in the tables
may invalidate this plan. Application of liquid waste by other methods(honey-wagon,etc.)is the responsibility of the producer.
The following information is provided (by soil type and crops to plan and evaluate liquid waste application
schedules. These figures represent optimum irrigation or application rates/frequencies to meet_crop water
needs and prevent water runoff.
•Min.Irreg..
Frequency
Soil Type Crop Days Apply Rate **Apply Amount
106E Grass Pasture 4 0.45 in./hour 0.5 inches
From NRCS Tech.Guide, Section If-ENG -Irrigation interpretations
' This is the minimum rest period in days between irrigation on the same land area under optimum conditions.
" This is the maximum application amount allowed for the soil assuming nitrogen amounts for the
crop are not over applied. in many cases, the application amount shown cannot be applied due to
the nitrogen limitation. This maximum apply amount can be applied under optimum soil conditions.
Sludge:
This waste utilization plan must contain provisions for periodic land application of sludge at agronomic
rates. Sludge will be nutrient rich and require precautionary measures to prevent over application
Broadcast Soil Incorporated
Estimated Annual PAN from Sludge: 270 lbs. N 320 lbs. N
Syr Sludge Accumulation: 1350 lbs. N 1598 lbs. N
Based on a 5 year sludge removal schedule, estimated land area required for sludge disposal is:
7.5 acres of-arass based on an application rate of 180 IDS. N per acre
20.0 acres of corn/sovbeans based on an application rate of 80 lbs. N per acre
All the above figures are only estimates. Actual PAN and land area needed could vary 25% or more depending
on sludge nutrient analysis. soil types, crop, realistic yield, and application method. Likewise, sludge
disposal on a schedule other than every 5 years would drastically alter these estimates
Contact your technical specialist at the BROWN CREEK Soil&Water Conservation District-Natural
Resources Conservation Service (formerly the soil conservation service) Office in Wadesboro, (704)
694-2710, when you receive a waste analysis report. Request assistance calculating
allowable application rates and amounts prior to applying waste.
P12BAmmer7ded 5/38199
Ammended by RLT-NRCS Page 4 ANSON COUNTY NC

BROWN CREEK Soil Water Conservation District USDA Natural Resources Conservation Service
WASTE UTILIZATION PLAN
M., R R""TM"MM=
Narrative of Operation
Operation constructed to NRCS design and specs, and certified (0.200) 6/95 Underground main/hydrant
irri< ation system installed by Greg Johnson, Bladen Co.
Wettable Acres Certified with this ammendment to Waste Utilization Plan. NOTE: Deficiency of wettable acres
for grazed conditions. WUP updated for hay until additional acres can be added (2 3-3 ac) to system
NOTE: Refer to Swine Waste Irrigation Application System Layout Mao for field information
Woods adjacent to some fields are wetted, these areas are outside what is considered "effective
wetted"area for this irragation application system (>78%of"wetted radius") and nutirents applied
are considered minimal.
This WUP updated to reflect NRCS-FOTG 633 figures as generally requested by DWQ Permitting Section
Note that there are now small inconsistenciees between temporary storage volume in the lagoon design
and this WUP. Lagoon was constructed to NRCS Standards &Specs.
Acreage in this WUP updated 5/30/2000 based on wettable acres determination from irrigation installation.
d
Plan A=ended 5/30/00
Ammended by RLT-NRCS Page 5 ANSON COUNTY NC

• BROWN CREEK Soil Water Conservation District USDA Natural Resources Conservation Service
WASTE UTIL14/A T �nj PLAN-
Required Specifications
1. Animal waste shall not reach surface waters of the state by runoff,drift,manmade conveyances,direct applica-
tion 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 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 a written agreement with a landowner who is within reasonable proximity,
allowing use of their land for waste application. The owner of the animal facility is responsible for securing an
updated Waste Utilization Plan when there is a change in the operation....such as increased animal numbers,
method of waste application,or change in available land for waste utilization.
3. Animal waste shall be applied to meet,but not exceed,the Nitrogen needs for realistic crop yields based on soil
type,available moisture,historical data,climate conditions,and level of management,unless there are regulations
that restrict the rate of application of other nutrients.
4. Animal waste may be applied to land eroding less than 5 tons per acre per year. Waste may be applied to land
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 Strips].
5. Odors can be reduced by injecting waste or disking after waste application. Waste should not be applied
when the wind is blowing.
6. When animal waste is to be applied on acres subject to flooding,it will be soil incorporated on conventionally
tilled cropland. When applied to conservation tilled crops or grassland,the waste may be broadcast provided the
application does not occur during a season prone to flooding. (See "Weather& Climate in North Carolina" in
NRCS Field Office Technical Reference File-ENVIRONMENT for guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff does not ocC ur offsite
or to surface waters and in a method which does not cause drift from the site during application. No ponding
should occur...to control odor and flies.
8. Animal waste shall not be applied to saturated soils,during rainfall events, or when the surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner that the crop is not covered with waste
to a depth that would inhibit growth. The potential for salt damage from animal waste should also be considered.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with a high 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 to crops more than 30 days prior to
planting,or to forages more than 30 days prior to breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following: Waste application
cannot occur within 50 feet from a residential property boundary;a perennial stream,river,canal or irrigation ditch.
For other animal operations or swine facilities sited before October 1, 1995- waste application cannot occur within
25 feet of perennial waters[See FOTG Standard 393-Filter Strips]. NOTE: Local ordinances may preempt this.
12. Animal waste shall not be applied closer than 100 feet to wells.
1 A 'mal �a�tejl nntbe applied closer than 200 feet of dwellings other than those owned by the landowner.
Ammended by RLT-DNRCS Page 6 ANSON COUNTY NC

BROWN CREEK Soil Water Conservation District USDA Natural Resources Conservation Service
WASTE UTILIZATION PLAN
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 wetlands provided they have been approved as a land
land application site by a"technical specialist". Animal waste should not be applied on grassed waterways that
discharge directly into water courses,and only then at agronomic rates provided the application causes no run-
off or drift from the site.
16. Domestic and industrial waste from washdown facilities,showers,toilets,sinks,etc.,shall not be discharged into
the animal waste management system.
17. A protective cover of appropriate vegetation will be established on all disturbed areas(lagoon embankments,
berms,pipe runs,etc.). Areas shall be fenced,as necessary to protect the vegetation. Vegetation such as
trees,shrubs, and other woody species,etc. are limited to areas where considered appropriate. Lagoon areas
should be kept mowed and accessible.Berms and structures should be inspected regularly for evidence of
erosion,leakage,or discharge.
18. If animal production at the facility is to be suspended or terminated,the owner is responsible for obtaining and
implementing a"closure plan"which will eliminate the possibility of an illegal discharge,pollution and erosion.
19. Waste handling structures,piping,pumps,reels,etc.,should be inspected on a regular basis to prevent break-
downs,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 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 animal waste lagoons. Pumping shall be managed to maintain liquid levels 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 is applied. Nitrogen shall be the plant food element that determines application rates. Soil zinc and copper
levels shall be monitored and alternative crop sites used when these elements approach excessive levels. pH shall
be adjusted and maintained for optimum crop production. Soil and waste analysis records shall be maintained for
5 years. Poultry dry waste application records shall be kept for three(3)years. Waste application records for all
other waste shall be kept for five(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina regulations.
PlanAMMended5/30/00
Ammended by RLT-NRCS Page 7 ANSON COUNTY NC

BP OWN CREEK Soil Water Conservation District USDA Natural Resources Conservation Service
WASTE UTILIZATION PLAN
..... ..mom
Waste Utilization Plan Agreement
Name of Operation:
Live Oak Farms #2
OwneMnager Agreermerit
I:(wej understand and will follow.andAmpipment the sppeifi.ca ons and#Fi'e operation andmain=
tenance:procedures established iri the approved artrrrtal waste utilzation:;plan#fir the;;#arm rlarriQd'
above: };ewe}=know that any expansion to the existing design capacity of`the waste treatment
and storage system,.or construction of new factifies will require.a':new certrficafion to`be stti
milted#o the Morth Carolina;Division of lllfater Qiaairfy(NODWQ}before:hew antmals.aTe sto..:cked. :l:
(we)alsn:und....s ad-that there must be:nn discfiargs of an mlaftnraste from IN tem to surface
waters of North Carolina fro..a storm event less than the 25-year.,24 hour storrn The apprs ve l
plan w�Ti be Pied on-site at the farm:office:and of the Brown creek S:o}l & Nater t{onserVati
04 str.igJce i�:Wadesbora, NC The Atari wail be ova fable for rev►ew by NCD1�1lQ upon request
Facility Owner O D O
/ "ate: 7
Live Cfak Farms PTN
Facility Manager ;e
(if different from owner) Date:
Travis. Lnokabill
Person Preparing Plan
-)�' Date: D d
R. Lin Taylor
Affiliation: USDA-Natural Resources Conservation Service
1706 Morven Road
Wadesboro,NC 28170-3142
Plan.4=evded 5/30/00
Ammended by RLT-NRCS Page 8 ANSON COUNTY NC

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BROWN CREEK Soil Water Conservation District USDA Natural Resources Conservation Service
Live Oak Farms#2 - OPERATION AND MA ENANCE PLAN LJPDATE
a
.r:i:..wm+........ ..au� ._..... a .vn w: ... ....w..�i*y.. v ..::.M1 ... .ssw:4•.aiv\A.i....n 1.. '" Lue vOSv.
This structure is designed to operate as an anerobic lagoon, with waste treatment and 180 days of temporary
storage. Time required for the fluid level to fill from STOP pump elevation to START pump elevation may vary
due to site conditions, weather, flushing operations, and the amount of fresh water added to the system.
The 180 day temporary storage in this structure consists of: 1.) waste generated by confined animals; and,
2.) excess rainfall after evaporation (5"for Anson County). Additionally the structure can store the 25 year-
24 hour storm (6.3"for Anson County) above the START pump elevation. The volume of waste generated by
3552 confined swine remains fairly constant throughout the year and from year to year. Excess
rainfall will vary from year to year. 'The 25 year rainfall is not considered in the annual pumping cycle...
this volume above the START pump elevation must be maintained and available.
The START pump or maximum normal operating fluid level is usually the outlet invert of pipe(s) from the
confinement building(s). If the outlet pipe(s) is not installed at the START pump elevation, a permanent
marker must be installed at this elevation. A STOP pump elevation must also be established to maintain
lagoon treatment depth and volume. Pumping can be started or stopped at any time between these two
elevations to land apply waste without runoff or leaching, and accommodate weather, soils, crop, equipment,
and management situations.
Land application is an accepted method of liquid waste disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation; honey wagon application is a more labor intensive/time
consuming method. Be careful when applying waste to prevent damage to crops.
IMPORTANT ITEMS
1. Fresh water should not be used for flushing...recycle from the anerobic lagoon.
2. The approved waste utilization plan shall be followed. This plan recommends sampling and testing of
waste prior to land application.
3. START pumping temporary storage when fluid level reaches elevation 95.0 (or before). STOP pumping
when fluid level reaches elevation 93.1. This temporary storage, less 25yr-24 hour storm (volume to pump)
is 45086 cubic feet (337243 gallons) every 180 days....90172 cubic feet (674487 gallons) per year.
4. Refer to the approved Waste Utilization Plan for important information on irrigating liquid waste ---
application rates, maximum application amounts per irrigation and rest period between irrigation.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed annually. Vegetation
should be fertilized to maintain a vigorous stand. Keep grazing livestock off all embankment areas.
6. Repair any eroded areas or areas damaged by rodents and establish in vegetation.
7. Keep all surface runoff diverted from the lagoon to stable outlets.
8. Keep a minimum 25 foot buffer area around waste utilization fields adjacent to peremnial streams. Do
not apply waste in open ditches or water courses, within 100 feet of a well or within 200 feet of a residence
9. Maintain a copy of the approved Waste Management Plan on farm (or at the confined animal facility)
at all times. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters of the United
States. The NC Department of Environment, Health, and Natural Resources- Division of Water Quality
is the responsible for enforcing this law.
5/30/00 ANSON COUNTY, NC

T ,
Mortality Management
mortality management methods)implemented on
Live Oak Farms #2
Burial three feet beneath the surface of the ground within 24 hours after
knowledge of death. Burial must be at least 300 feet from any flowing
stream or public water body.
✓V Rendering at a rendering plant licensed under NC G.S. 106-168.7
Renderer of choice for this anima!operation
Valle, Proteins: Inc.
❑ Complete Incineration
Dead Poultry Only---placing in a disposal pit. Size and design of pit
approved by the NC Department of Agriculture.
® Any method approved by the NC State Veterinarian which involves
possible salvage of pan:of a dead animal's value without endangering
human or animal health. (Written approval of the State Veterinarian
must be attached.

42
ot
Live Oak Farms #2
Phone Lumbers
Nartli�Carolina De xartn3ent Qf:Enuirwm- nt;:Health end I+atural.pesonrces:
Division of W 'lR: LTALi'I' ' fD
Fayettv�lle Regional Office.:
(91 86- 5 1
After Houis Enrjency:lVumban.
3 9) 7-33-3:9�2
Broujn Creek Soz1 c : Water Gonservat�© Dstret
USDA Natu al Resources Coriservatian:Ser e
VC adesboro -C
6-9- :44M
5
Anson Cou ty Emergency wanagen eat
� 1
IMPORTANTLY
Implement this plan if any part of the waste management system for this operation fails
or results in overapplication of waste, or discharge of waste to the waters of North Carolina!
DO NOT WAIT or PROCRASTINATE if there is a problem! Make every effort to ensure
that animal waste does not reach surface waters...or neighboring property.!!
This plan should be posted and accessible to all persons involved in the day-to-day
operation of this facility►►►
USDA-NRCS
BROWN CREEK SWCD
Post in a Prominent PlaceM Anson County NC

at
Live Oak Farms #2
1. Stop the release of wastes Depending on the situation, this may or may not be possible. Suggested
actions are listed below.
Lagoon Overflow
Add soil material to increase elevation of embankment Call a pumping contractor
Pump waste to fields at an accceptable rate Make sure no surface water is entering lagoon
Stop all flows into lagoon immediatley
Runoff of Field Applied Waste
Immediately stop waste application Evaluate and eliminate reason(s)for runoff
Contain waste in a temporary diversion Evaluate application rate for fields where runoff occured
Incorporate waste to prevent runoff
Leakage from Pipes, Pumps and Sprinklers
Stop recycle pump Close valves on leaking pipes to eliminate discharge
Stop irrigation pump Repair all leaks prior to.restarting pumps
Leakage from Flush Systems, Houses, Solid Separators
Stop recycle pump Stop all flows in house,flush systems,solid separators
Stop irrigation pump Repair all leaks prior to restarting pumps
Make sure no siphon occures
Leakage from Base or Sidewall of Lagoon...often seepage as opposed to flowing leaks
Dig a small sump or ditch to safely catch seepage,install subersible pump,pump seepage back into structure
If seepage is cased by burrowing animals,trap and remove animals,compact clay soil material in holes
Have a professional evaluate the condition as soon as possible
2. Assess the extent of problem and record obvious damages.
Did waste reach any surface waters? Could spilled waste reach surface waters?
Estimate volume of waste released and duration of event Could a rain event cause waste to reach surface waters?
Note Damage...employee injury,fish kills,property damage Are potable wells endangered(on or off property)?
Did spilled waste leave the property? Estimate how much waste reached surface waters
3. Contact appropriate agencies. See numbers posted on front of this plan.
Call the DWQ(Division of Water Quality)...Regional Office or After Hours Emergency number
Have the following information ready: Your name,facility,telephone'number,details from Item 2 above,
exact location of facility,direction of movement of spill,weather/wind
conditions,corrective measures taken,seriousness of situation .
Call local EMS phone number if spill leaves property or enters surface waters...instruct EMS to contact Health Department
Contact local SWCD-NRCS Office for advicettechnical assistance(also may want to contact Extension Service Office)
4. If none of 3 above works
Call 911 or Sherrifs Department,explain situation and ask personnel to contact the proper agencies.
5. Contact the Contractor of your choice to begin repair of problem to minimize off-site damage.
Contractor Name: Phone:
.6. Contact the Techical Specialist who certified the structure (NRCS, Consulting Engineer, etc.).
Technical Specialist: R.Lin Taylor Work Phone: (704)694-twir
-T.S/�.
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify damage, repair
system and reassess the waste management plan to ensure no future release of waste.
USDA-NRCS
BROWN CREEK SWCD
Post in a Prominent PlaceM Anson County NC

Wettable Acres Determination Certification
Name of Facility: �v (� C'cr.�+ JA Z Facility Number:41A_-_11L _
Owner(s)Name Phone No:
Mailin;Address: QD COL 1..lo
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with'the Soil and water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to-
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name:
Owner Signature: '* Z eeee 7 '� Date:
724
Technical Specialist Name:
Technical Specialist Signature: Date:
If assisted by an Irrigation.Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate -the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature: Date:
Submit this form to:
Attn: Sonya Avant
Non-Discharge Complianc-_ Unit
Division of Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617
WADC-7/99

IMPORTANT NOTES TO "Wettable Acres" DETERMINATION
LIVE OAK FARM #2
- Existing "wettable acres" not sufficient for grazed conditions. WUP
updated to reflect hayed conditions which by FOTG is sufficient.
- Owner plans to expand exixsting spray field for this operation so that
grazing can be continued. As of 10/4/99 Gray-Mac Distrubuting
(I) has provided a design for installing irrigation on 3.6 additional
effective irrigated acres.
- The addition of new acres will reduce "wettable acres" by 0.2 acres
when installed and new Bermuda cover is functional. (Reason':
Exterior sprinklers will become interior sprinklers)
- WUP will be updated to show changed "wettable acres" and added
"effective irrigated" acres when the new system has been installed
and adequate cover established
0
eoert Horthnical Spec 'st

GANV',%tP Wettable Acre Stationary Sprinkler/Gun Computational Workshect, 2.'20:99
STATIONARY SPRINKLER /GUN SYSTEM
COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) CS Is Z Field Number(Identification) Z,T
2. Irrigation System Designation Existing Irrigation System
New/Expanded Irrigation System
3. Number of Stationary Sprinklers ##Interior sprinklers #Exterior sprinklers
4. Wetted Diameter [feet]From field data sheet
5. Spacing ae�4�prinir<sbacing"' along la et�[feet]
Sprinkler spacing as percentage of wetted diameter
Sprinkler Pattern J� `' ulti l�iera.is Single Lateral
P P
Excessively spaced Sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter 1 om the appropriate table and column
based on pattern, spacing, and sprinkler location.
Acres per Intenor spru-iluer from Fable �olumn
Acres per Exterior sprinkler from Table Column
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each category in
the field. Sum all of these and this is the jotal irrigated acreaae for the fiild.
(a) Acres per�ritenor Sprinkler Sprinklers = Acres
(b) Acres per Exterior Sprinkler X Y Sprinklers = Acres
Total Wettable Acre for field (Sum: Sa + 8b)
Wettable Acre Computational Worksheet Completed by: Date:

1
' CAWWR W-cmable.A=e Statj...y Spemk.,IGun Field Data Sheet,2l20/99
STATIONARY GUIN SYSTEM
FIELD DATA SHEET *
j� Gun make and model number Xe Isa_ 8 i y Gur, 1 vv
L Gun nozzle size 71 [inch], ring orifice, _taper bore orfice
J. Lateral spacing [feet] by Gun spacing along lateral [feet]
4. Operating pressure at the gun 7 D [psi]
5. Gun wetted diameter e 3J [feet]. _Z3o measured orZ�determined from gun chart
6. Number of guns operating at one time
7. Total number of guns or gun locations in the system
Exterior Guns: part circle _ full circle
Interior Guns: full circle
Gun Locations Pernanently Marked: _yes no
8_ Supply Line Permanent Pipe Portable Pipe a
** 9. Lateral line size [inch]. If snore than one size, indicate size and approximate
lenztlh of each. Can be done on the map.
** 10. Lateral line length r [feet]. (Longest lateral)
**11. Supply line size [inch]. If more than one size, indicate size and
approximate length of each. Can be done on map.
**12. Supply line length [feet]. Maximum pumping distance.
**13. Pumr) make and model number k la
Pump capacity [gpr.]
**15. En¢ine make and model number or
"*I6. Electric motor horsepower and rpm 10 [hp] frprn]
Note: It is strongly recorn=nended that van wetted diameter be field
,reasured. It should be done on the longest lateral about half-,way down the
lateral. -
Locate each gun or aun location on the map. Indicate whether .,ill-circle or part-c�.rcle
Show the location of the supply lire. Lmigated acres will be determined by lateral line, by
zone cr by field.
** Optional data, furnis'r_where possible
*x* Info�:nation L.irnished by
and./or
Sianarare of 0 ner or:aclit r Represeritauve J Simature . --finical Specialist
Ptint� Name cf Ow-ner or Facdiv Represenrative P:i iaine ci Technical Sperialis
Date Cl �� %l Date S
*** scn or persons collecti:-iQ the data should sign the data sheet.
Or?y the per

Live Oak Farms #2 Swine Farm
Swine Waste Irrigation Application System
Layout Map
Scale: 1 " = 200'
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1 100 ft.buffer around well
Gun Diameter
Hydrant -with gun cart pull 20ft.
r--- Field Boundary-Fence Line NOTES to Operation and-Wettab-Acres'Determination
Map surveyed in field with total station
---- 25 ft.buffer along perennial Operation sited 1/18/95, Construction complete 6/30195.0200 certified 6130195
water Setback Requirements-25'from surface water, 100'from well
�t A x distance -gun spacing
y distance -lateral spacing

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CARROLL'S FOODS, INC.
P.O. Drawer 856
WARSAW,NORTH CAROLINA 28398
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
Farm LEE ROY LOOKABILL, ET. AL.
Name or Number
3552 HEAD NURSERY SITE #2
Farm Description ,
Location
ANSON COUNTY
Company Farm
r ;� r.fS [; D "OER
Contract Grower X �+'` - T
11'Pjr
17061
x;',, &a 0_, �b� �$1��=314�
�,��'k�}S Sr i w

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® 6- CARROLL'S FOODS, INC.
P.O. Drawer 856
WARSAW,NORTH CAROLINA 28398
IMPORTANT INFORMATION
ABOUT LAGOON CONSTRUCTION
LISTED BELOW IS A BRIEF SUMMARY OF VOLUMES AND OTHER
DATA:(SEE CONTENTS OF PLAN FOR MORE INFORMATION)
EXCAVATION 4834--- cubic yards
FILL (pad & dike) 4834--- cubic yards
TOP SOIL (minimum 3" thick) 137--- cubic yards
CLAY LINER (represents a complete liner) 1586--- cubic yards
Constructed top of dam must include a minimum of 5% settlement . -
EXAMPLE: 10 feet high dam will require 5% of 10 feet or 0.5 feet
fill above planned top of dam.
Clay content, thickness and compaction of liners (if required) are
very important. If the certifying technical specialist is unable
.to approve the liner with normal field techniques, an independent
engineering analysis will be required (see CONSTRUCTION
SPECIFICATIONS for additional information) . If an independent
engineering analysis is required, this expense will be the
responsibility of the owner/grower.
Special attention needs to be given to the seeding specifications.
The lagoon dike must be seeded according to specifications before
the system can be certified and stocked with animals. (Consult
with your NRCS Conservationist regarding mulching)

r TABLE OF CONTENTS
CONSTRUCTION INFORMATION
OWNER/CONTRACTOR INFORMATION
MEMORANDUM TO GROWER
CERTIFICATION FORM (NC ONLY)
SITE EVALUATION (IF APPLICABLE)
VICINITY MAP
ASCS TRACT MAP
SOILS MAP
SOIL INVESTIGATION WORKSHEET
WASTE TREATMENT PLAN
AGRI-WASTE MANAGEMENT INFORMATION (NC ONLY)
WASTE UTILIZATION PLAN
OPERATION AND MAINTENANCE PLAN
CONSTRUCTION SPECIFICATIONS FOR LAGOON
SEEDING PLAN (FARM SITE)
COMPUTER DRAWING OF EXISTING GROUND
EXISTING _ELEVATIONS
LAGOON CROSS SECTION DIAGRAM
COMPUTER DRAWING OF PROPOSED LAGOON & BUILDING PAD
SITE BALANCE REPORT
COMPUTER DRAWING - ALL DATA PROPOSED
COMPUTER DRAWING - CONTOUR LINES
COMPUTER DRAWING - SLOPING LINES
COMPUTER DRAWING - BLOW-UP OF LAGOON OR BUILDING CORNER
BUILDING PAD ELEVATIONS
COMPUTER CROSS SECTION - EXISTING-PROPOSED-BALANCED
FACILITY OVERLAID ON EXISTING TOPO MAP

z �
� q �
CARROLL'S FOODS, I NQ
P.O. Drawer 856
WARSAW,NORTH CAROLINA 28398
MEMORANDUM
TO: All Prospective Contract Growers
FROM: Don Butler' Real Estate Manager
Howard Hobson, Resource Conservationist
RE: Legal requirements for swine growers in
North Carolina and how they relate to you
The facility design and waste management plan attached is of the utmost importance to
you and to Carroll's. This plan must be approved by a technical specialist with USDA-
Natural Resource Conservation Service prior to construction start. The lagoon must be
constructed exactly as designed unless changes are approved by the original designer and
NRCS personnel. The approved plan needs to become a part of your permanent records
and must be readily available for review if and when your farm is inspected by state
regulatory personnel.
When earthwork and lagoon construction is complete and the top of the dike and
outside slopes of the lagoon have been graded, seeded, and fertilized it must pass a final
inspection by NRCS personnel in order for your farm to be certified ready to stock
animals. At the time of final construction approval,the owner and the person certifying
construction must sign a document called "Certification for New or Expanded Animal
Feedlots" (a blank of this form is enclosed in your package) and this form must be sent
to the Department of Environmental Health and Natural Resources in Raleigh. Copies
of the signed document should be kept in your permanent file, one copy goes to NRCS
for their file, and a copy must be presented to Carroll's Foods before any animals can
be placed on your farm. The owner is responsible for the Certification being completed
and sent to the appropriate places. Remember,NO CERTIFICATION --NO ANIMALS.
If you have any questions about the above information, please contact one of
us by calling 910-293-3434, extension 246.

e
E
ATTENTION OWNER AND EARTH MOVING CONTRACTOR
PLEASE READ THIS BEFORE REVIEWING THE ATTACHED WASTE
MANAGEMENT PLAN.
This design has been prepared in accordance with USDA- Natural Resource Conservation
Service standards and properly installed, will allow certification and stocking of animals.
The following items should be discussed PRIOR to entering into a contract:
1. This design is in compliance with state and federal laws. Any changes in design may
result in non-compliance and failure to be eligible for certification. No animals can
be stocked until the lagoon construction is approved and certified to the Division of
Environmental Management (DEM).
2. This design has taken into account data including soils, topography, wetlands,
streams, dwellings, wind direction, and owners concerns.
3. The volume shown represents excavation and fill in the lagoon and pad area. It does
NOT account for cut/fill for liners, roads, borrow areas, drainage or other related
construction activities unless specifically covered in the design.
4. Typically, the excavation volume represents the bulk of earthwork and is used for
price negotiations. All earth work beyond this.amount will be worked out between
the owner and contractor, CARROLL'S DOES NOT NEGOTIATE PRICES FOR
GROWERS.
5. It is the desire of Carroll's Foods that the contractor receives a fair price for earth
work and the land owner receives a properly constructed lagoon and pad that will
meet design requirements.
6. DO NOT MAKE ANY CHANGES TO THE DESIGN OR FARM LAYOUT
UNLESS THE ORIGINAL DESIGNER IS CONSULTED AND APPROVES.
CARROLL'S FOODS ASSUMES NO RESPONSIBILITY FOR ANY DEVIATION
FROM ORIGINAL DESIGN OR CHANGES MADE ON THE SITE BY
CONTRACTOR OR ANYONE OTHER THAN CARROLL'S PERSONNEL.

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Leroy Lookabill et al
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Leroy Lmmkabil / et a/
dba LIVE OAK FARMS
(a partnership)
Anson County NC
Investigation Date: January 18, 1995
Location/Description: Portion of ASCS Farm 252 T-2098; north of
and adjacent to SR 1121 , Just west of US 52 and SR 1127
Method Used: Trackhoe test pits
Conducted b Others present :
Robert dirt Howard Hobson , Carro ( | ' s
NRCS Di stri ct Conservationist Foods
Wade & Charlotte Howard
trackhoe operators
Mr . Lookabi | | and others ( dba Live Oak Farms , a NC partnership)
plan to build two Carro | | s Foods contract swine nurseries ( each a
3552 wean-to-feeder operation ) at separate sites on this farm.
Prior soil and site investigations were completed as follows -
February \W4 - no written report, check x site that yrovod unsuitable, mentioned in March 1994 report
March 1974 ' initial investigation &r two sites (see report)
July 19?,4 ' additional investigation, proposed lagoon location for site #2 m�ived due to significant
cultural/historic resource (see report)
Since the above investigations , planted pines at both sites have
been cleared , topo maps drawn ( by Harrington & Associates-RLS) , and
preliminary facility/ lagoon layout plans conceived (by H. Hobson ,
Carrol ) ' s Foods & R. Horton , NRCS) . Additional soil investigation
pits were needed to verify site suitability for constructing the
lagoons as finally arranged/planned at each site , This soils
investigation provides the additional information required .
Si te# 1
Latt/ tude - 340 54' 28" N, Longitude - 800 02' 54" W
So i | Map Units ; MQ E"vriu }vasy sand
Findings - Four test pits were excavated in the proposed waste
treatment lagoon area . Predominate soil materials encountered were
SM, CL, SC, ML-CL and some SW and ML ( see unified classification
legend on back of Sol / Investigation Log Sheet ) . The CL and SC
materials have relatively low permeability when properly compacted
and make satisfactory Fill materials to construct an embankment .
ML-CL materials can be suitable construction materials with close
control of moisture content during placement and compaction .
Depths and thickness of these soil construction materials vary ( see
Soil Investigation Log Sheet ) . /\ deep layer of lightly cemented
sand (SW) underlain by ironstone (2-4" thick ) was encountered in
pits 01 that was relatively difficult to excavate ; grey color
indicated a possible seasonal water table ( or relic WT) near the
the ironstone layer . Another thin and ruptic cemented layer (not
d } fFicu / t to excavate ) was encountered in pit 03. Rotten rock
resembling porphoryt ) c granite was observed in the bottom areas of

Leroy Loolcah i I I e al cant ' d k4d
General Soil Note: This site is near a contact area between residual Piedmont soils (from porphyritic
granite) and upper coastal plain soils. All pits shorted influence of marine infuence especially on the
ridge top (Fit ski) and at higher elevations (see interim geology map).
Conclusions — '_o i I materials on this site are suitable for the
construction of a. swine w treatment waste t e t r-e a.t 1'n�r; ., lagoon . T t-I e S M overburden
will need to be stripped to expose the CL _. SC material 't;s_+ be used
in the embankment ( or- for a. clay I i ner- if needed ) . Some of the
overburden and other" ;:-.,M material may Possibly be used in the outer
shelf i,:+f the embankment . Some difficulty W ! l l be encountered
excavating the ironstone layer that was found. Need for a. clay
l i nar- will depend on final design bottom elevation and character of
i'ilL--f (_ areas ( pits 41 ,3a•:J•i . a• field determination during
,J
construction wi l l probably be required . Clay liner 't'hIck:!"Ir❑e and
compaction wi I I be determined by the designer . A sheepsfoot r-ol ler-
must be used to compact soil construction materials during
construction of this lagoon_ I..I..t, -• area i:t, n f deep e e k's sand C;d `:a l�'.l 1 associated
with Pit 01 must be l i ned or cored to a depth below the ironstone
layer . Additional t' iona. l CI...—, SC material fr+:iCn the building pad area ( pit
y + 21 _o I l investigation ) is a.va. I l i I::+ l e for liner material ( _+i'
the embankment ) .
All designed temporary waste storage in this lagoon should occur
above the probable seasonal high asa.'t•:er table . . . estimated elevation
-+ f1 , "._e f t . a
below natural 1
._.... ground.ii r..r'I i:l level f o r.. F+ I t';o 1 , This should
not be a. problem..
Si te#
o + u
a . ?. 1 _.,4 +--f e_r:, t I, Longitude 80 ' :'1 1,1
o j 1 Map t.Jr'I i t: : i '•Gir - Facolet :ara- elly sandy loam
Fl ndt ngs — .,I..hr_ee test pits were excavated in t:ttE pr..+_+tiosf,• l
waste
w as t etreatnent lagoon a `ea . Predominate � I I materials ercrurterer!
were SM, +;:::I_-. LIL'--C1.... and some ML._ ( tee unified classification legend
on back oF Sa; i l Investigation L._r+g Sheet) . The CL... material has
relatively low per'-rner`.'.b t i 1 ty when properly compacted and make
a t i s Ft'c t or-•: fill materials i
to+ construct an embankment ( or c I a.�/
l i ne.. r ) ,. ..1..1'Ie L'l1....-"CL_. material can be suitable construction material
witlI close control of moisture content: during placement an-I
Compaction . Depths
ep :hs and thickness of these
hese construction materials
were Fairly uniform ( see Sell Investigation -om Sheet ) ; wit1 , the
UL rI generally Found a ; Z. f
'f-'t; „ Some ra i a •1'!? and non7
ContiguouE gravel was observed in pits porp - -
`g`1--rite bedrock was exposed at a.ppr..ii,I-s 1ft .. in pits .. ! ,_
iC.I,_reasir' g with depth Ato rock ) was generally Observe '. a.
J "• �'' Mica.
c
General Soil Note: This site is near a contact area between residual piedmont soils (from porphyritic
granite) and upper coastal plain soils. There appeared to be a thin layer of coastal plain soil material
over residual piedmont material in all three pits; the random gravel also confirms mixing and marine
influence (see interim geology map).
Conclusions — ;so j l materials on this site are sl..', i tot le theth
construction t.: f a swine waste treatment lagoon .. The jisl for
.�
burden
will need to be stripped ,
the _sal. k=: lope of embankment . IF exposed' r
. ., t_t r:E:.� '�kl E� :t:+r;c.e t;, C I_..r Ft i'7+:J C t......h'11._

" -
^� Ler�y Lmnka�i � i "V�' al cont ' d
~.
materia | / n the embankment . Max | mum cuts in the } a800n shou | d be
6-8 ft ' Need for a c | ay | ner wi | | depend on fina | desi8n bottom
e � evation (proximity to MLr and/or character of ML-CL ) ; a fie } d
determinat / on durinS construction wi } ( probab | y be required C / ay
/ / ner thickness and compaction wi / ( be determ | ned by the de^ igner
A sheepsfoot roller must be used to compact soil construction '
materials during construction of this lagoon. Due to the `ature
of 3ranite bedrock in the area, there is no 8uarantee that ^ard
rock wi } | not be encountered during lagoon construction P^ev} ous
soi / invest / gations (2/24/94 and 3/21/94) ( nd � cat d h ^ '
e aru rock in
adJacent areas at varied depths . - - - ' - '�
`
* * * * * * * * * * *
NOTE: Longitude and Lat ( tude by handhe | d 8PS - H. Hobson
Pits surveyed and | ocated on topo maps - R. Horton
/
_

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�' r• _� �_, '` Geologic Map (unedited draft)
Leroy Lookabi ll At al
Swine Lagoon Anson Countyy Mr_
�•\t..1\ .14> l :4Z -

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utiedilled Open Fill!Rel =Number. I-d
• M�
LEGEND TO ACCOMPANY GEOLOGIC MAP OF REGION N ++
This geologic snap was cotupiled from publisher)reports,theses,dissertations,and original
mapping conducted as n part of the North Catolitta Oeulogical Survey's regional geologic slapping
program. Some of the previous mapping was used without modification. Other maps were
modified to various degrees, partly as a result of reconnaissance mapping and partly for
commonality, The rise of previous work is gralefully acknowledged;however,the Geological t A
Survey Section assumes responsibility for any errort,omissions,or revisions. For previous 1
work,refer to the index of Geologic Mapping.
To achieve conformity throughout the neap and la make the mapp more useful to the public,
similar rack types were combined into generalized units which could be extended over large areas.
1-lowever, even though the map teas generalized, certain areas ?tiny falsely appear stare
m Ca`5Cb
¢eoingically complex than others because of the vnriety of different scale maps used during
cornpilation.
�r
SEDIMENTARY ROCKS
AL Floodplain alluvium 11 1
Gray,buff to brown,unconsalirlafrd sand,silt,and clny with Sonle gravel beds.
T .l, Terrace Alluvium
t 130th high and low let laces undividrd,❑nconsolidaled,gray,buff to blown gravel,
sand,silt,and clay(T). Same terraces are mainly sand,silt,and Clay,whereas others
are conspicuously gravel rich. The highest terrace deposits(TI)in file Pee Dee River ro
appears similar to but is not Middcndot f Formation.
t`
GL High-level Gravels 1'
Buff to tan, fluvial,cross-stratified sands with inietcalaled snin¢crs of gravel. Q
Gravel is mainly quartzite and is distinct from gravel in floodplains-, lenaces, and
Cretaceous deposit is. Deposits m-ellie)Middendorf Formation. Several workers have
assigned most outcrops to"Citronelle"I:nrn/aticn.
Pinehurst Fortrlaion ;
Duff In light brownish red,unconsolidated surficinl sands. Primarily nredium sand
with srnall nnlallrtt5 of Sill and cl:ny. Planar cross bedding and horizontal bedding
can be seen in sane fresh cuts. Can be confused with soil fomect on underlying fk
Middendorf Formation.
Eocene undivided
Tan to reddish brown phosphatic sandstone,glallconitic sandstone,fossilifernus
sandy opal claystones.
PI
hl Middendorf Formation \`
Light-gray, buff to light-brotsn, fluvial, loose to poorly iudurnted,commonly �r•L�
cross-strntified silty sands with suburdirwe lenses of clay and Pebbles; clay balls
Cotnnnon in some sections. n_
1 ,Y1
INTRUSIVE ROCKS x
db Diabase k
Dense,dark gray to black,fine-to medllrtn_gral•led dikes and rare sills composed t
Chiefly of augite,olivine,and pingioclasc Dikes ranee from 1 foot to 15
in width. Reinemmnd(1955)reports sills up to 400 feet thick from borehole data in the
Deep River Coal Field, 0 feet or more
Put of which crops art in northeastern Region H.
GD Gabhro and Metagabbro
or Fresh,unmetamorphosed,massive,dark,coarse•trrained
Counti)stet Otc.derozene,olivine,and plagiaclase cro used chiefly
silII abbro comp
PrinciPle mineral is hornbl8 de roOthcr minerals inclurleOntgonteryeCo lison and Richm he
calcite, Pout cl Motdspar,Y County. The
pyrite,and leuncoxene.
e,epidole,
GR Granite
Post-tnetamor�hic granitic roc Graniks
te is c6ntposltionally zoned and cons stsgoftlrud and
quartz diorite. Pofihytitic. The Lilesv nd quartz, andCharacterized by po hyritic rap rkivllexture with a n�Mgranodiorite,and
Rockingham
taQfeh(�tic but Iko'hang nnotbeel sfludiedlln detail.
p p yr' lake Granite nx ofortheast�of t!a
Qy. Quartz
Quartz veins
•►t: ;-4:1'•.T?�; ..I''� it � lea - x, _ .. k1�1'
i

Operator:LEE ROY LOOKABILL County: ANSON Date: 02/02/95
Distance to nearest residence (other than owner) : 1200.0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
3552 head (wean to feeder) x 30 lbs. = 106560 lbs
Describe other : 0
Total Average Live Weight = 106560 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 106560 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 106560 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Nc-r =nec.uDFD Ar 0.4KEM RF-PUrms-r
Volume = 0.0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 220.0
Inside to width feet ----------- AV®RAaE
I� (feet) 132 .5
Top of dike elevation (feet)----------------- 96.6
Bottom of lagoon elevation (feet) ------------ 86.6
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 214. 0 126.5 9.0
AREA OF TOP
LENGTH * WIDTH =
214.0 126.5 27071 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
160.0 72.5 11600 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
187.0 99.5 74426 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
27071.0 74426.0 11600.0 1.
Total Designed Volume Available = t169.646 C . FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
220.0 132.5 29150.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 29150.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW` 1.37
Volume = 106560 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 194650 gals. or 26022.7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0. 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 5.0 inches
Volume = 5. 0 in * DA / 12 inches per foot
Volume = 12145.8 cubic feet

a �
6b, Volume of 25 year _ 24 hour storm
Volume = 6.3 inches % 12 inches per foot DA
Volume = 15303.8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A, 26023 cubic feet
5Bi o cubid feet
5C. 12146 cubic feet
5D. 15304 cubic feet
3
TOTAL 5347� cubic feet
6. SUMMARY
'- L'iL---- —
Temporary •storage period=====_=__=--- ----`-> 180 days
Rainfall in excess of evaporation'====__==___> 5.0 inches
25 year = 24 hour rainfall==== ___ =_=> 6.3 inches
1.0 feet
Side slopes=____________
----------_______> 3.0 . 1
Inside top length=====________====i= => 220.0 feetAgqr.
Inside top width===== _ =_> 132.5 feet Av&.
Top of dike elevation==---- ----==---=---=_> 96.6 feet
Bottom of lagoon elevation= 86.6 feet
Total required. Voli]rne==== _=_--=_-___ `=y=> 16003S cu: ft.
Actual design Volume= 169646 cu. ft.
Seasonal high watertable elevation (SHWT) _> 9.9-,-tj feet
Stop pumping elect.====_____________'==_-__--_> 93.1 feet
Must be > or = to the SHWT e1ev. _______=> 90.0 feet
Must be > or = to min: recqi treatment el.=> 92.6 feet
Required Minimum treatment 106560 cu, ft.
Volume at "stop pumping elevation 1`-> 108381 cu, ft:
Start pumping 95.0 feet
Must be at bottom of freeboard & 25 yr,, rainfall
Actual volute less 25 yr,j 24 hr: fairifall `-> 154342 CU. ft.
Volume at start pumpihq 152993 cu, .ft.
Required volume to be 38169 cu. ft,
Actual volume planned to bd _> 44606 cu, ft,
Min._ thickness of soil liner when rsgUit6d"_> 145 feet
7, DESIGNED BY: APPROVED BY: 'P �
DATE: Z1 qs BATE: C. � � o�JJf�/qs
NOTE! SEE ATTACHED WASTE UTILIZAtio 4 PLAN
COMMENTS: Pro Ibo & afa -k
/i C14 Eck- Von, �. ©N CUTS 171.U-S .7,�'.

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumpincj can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and-equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 95. 0 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 93 .1 . This temporary
storage, less 25 yr- 24 hr storm, contains 38169 cubic feet or
285500 gallons.

• R
SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike. .
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.5 ft.
------ -------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum. water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient 'use of hauling equipment and proper compaction. Proper
compaction of -the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the °liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The tile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

• s
SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
120.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
3 SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
6 FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
0.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
F=
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

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State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2024, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AWSO40031
2. Facility Name: Live Oak Farms 1&2
3. Permittee's Name(same as on the Waste Management Plan): Lee R Lookabill
4. Permittee's Mailing Address: PO Box 1106
City: Wadesboro State: NC Zip: 28170
Telephone Number: 704-694-3287 Ext. E-mail:
5. Facility's Physical Address: 1196 Gatewood Sta Rd
City: Wadesboro State: NC Zip: 28170
6. County where Facility is located: Anson
7. Farm Manager's Name(if different from Landowner): Travis McRae Lookabill
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Travis M.Lookabill Phone No.: 704-690-0411 OIC#: 22567
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Wean to Feeder 7,104
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 Lagoon 1/1/1995 Full,clay 162,702.00 28,560.00 18.30
1 Lagoon
2 Lagoon 1/1/1995 Full,clay 170,000.00 28,160.00 19.00
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your submittal.
(e.g.composting,digesters,solids separators, sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Permittee/Landowner/Signing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name(Print): �---Q-e-- �_coy' \3 i 1l Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636