310212_Application_20240328

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: AWS310212
2. Facility Name: Houston Nursery
3. Permittee's Name(same as on the Waste Management Plan): Benson Sow Farm LLC
4. Permittee's Mailing Address: 185 N Country Club Rd
City: Kenansville State: NC Zip: 28349
Telephone Number: 910-296-6111 Ext. E-mail: stanna,draughonrealty.com
5. Facility's Physical Address: 1485 Lanefield Rd
City: Warsaw State: NC Zip: 28398
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
!/ 11
9. Integrator's Name(if there is not an Integrator,write "None"): N O
10. Operator Name(OIC): Phone No.: OIC#:
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 6,400
Operation Types:
Swine Cattle Dry Poultry Other Tvnes
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 3/23/1993 Apron,clay 160,644.00 25,200.00 19.00
#2 Lagoon 7/26/1994 158,112.00 25,200.00 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
£ 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 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation.. (18
U.S.C.Section 1001 provides a punishment by a fine of not more than$10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
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): �j f /� 1�(IZ�c-1,l 1-'p N Title: 2.�mom—/ .F;>
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

Mortality ManageMent Meth
Indicate which methods) will be implemented.Methods Version—November 26,2018
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
aBurial three feet beneath the surface of the ground within 24 hours of knowledge
death. The burial must be at least 300 feet from any flowing stream or public bodyof
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
water
asonal
Landfill at municipal solid waste facility permitted b
13B .0200. Y NC DEQ under GS 15A NCAC
DRendering at a rendering plant licensed under G.S.S, 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
aA composting system approved and permitted by the NC Department
Con-
sumer Services Veterinary Division (attach co p
additional requirements must be met and a permit is required from os DEgstrib to & -far
py of permit). If compost is distributed off-farm,
Q
0 In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
Any method which, in the professional opiniorWf the State Veterinarian,
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached) would-make possible
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These
also recommended for all animal operations. This plan outlines farm-specific mortalityman-
agement methods to be used for mass mortality. The NCDA&CS VeterinaryDivision
sup-
Ports are
ports a variety of emergency mortality disposal options;contact the Division for guidance.
an
ision sup-
• A catastrophic mortality disposal plan is part of the facility's CAWMP an g dance,
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian. d is activated
• Burial must be;.done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
U-(- l�- - ko Signature of Farm Owner/Mana er Z 3— l `
�} g
Date
r
Signature of Tec real Specb ' t
Date

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Monday, October 13, 1997 Updated 911912013
Producer : Benson Sow Farm,LLC ti
Farm Name : Houston 1,2,3&4
185 Country Club Drive
Keansville,NC 28349
Telephone# : [phone]
Type of Operation : Wean to Feeder Swine
Number of Animals : 6400 pigs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent
pollution of surface and/or groundwater. The plant nutrients in the animal waste should be
used to reduce the amount of commercial fertilizer required for the crops in the fields where
waste is to be applied. This waste utilization plan uses nitrogen as the limiting nutrient.
Waste should be analyzed before each application cycle. Annual soil tests are strongly
encouraged so that all plant nutrients can be balanced for realistic yields of the crop to be
grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe
manner. Always apply waste based on the needs of the crop to be grown and the nutrient
contents of the waste. Do not apply more nitrogen than the crop can utilize. Soil types are
important as they have different infiltration rates, leaching potentials, cation exchange
capacities, and avaialable water holding capacities. Normally waste shall not be applied to
land eroding at greater than 5 tons per acre per year. With special pre-cautions, waste may
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on
saturated soils, when it is raining, or when the surface is frozen. Either of these conditions
may result in runoff to surface waters which is not allowed under DEM regulations. Wind
conditions should also be considered to avoid drift and downwind odor problems. To
maximize the value of the nutrients for crop production and to reduce the potential for
pollution, the waste should be applied to a growing crop or applied to bare ground not more
than 30 days prior-to planting. Injecting the waste or disking will conserve nutrients and
reduce odor problems. This plan is based on waste application through irrigation for this is
the manner in which you have chosen to apply your waste. If you choose to inject the waste
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigating
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
6400 pigs X 0.4 tons waste/pigs/year=2560 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
6400 pigs X 0.48 Ibs PAN/pigs/year= 3072 PAN/year
Applying the above amount Of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
The following acreage will be needed for waste application based on the to
soil type and suface application. crop be grown,
TABLE 1 :ACRES OWNED BY PRODUCER
TRACT z FIELD SOIL TYPE&CLASS-
DETERMINING PHASE CROP YIELD LBS AW COMM ACRES LBS AW APPLIC.
8368 - CODE N/ACRE N/ACRE
1B MARVYN 6-10% USED • TIME
8368 1B MARVYN 6-10% BH 6 300 - -
SG 0 •32,' 396 MA ES P$366 1A MARVYN 6-10% 1 50 0 66 SE MAPSE MAP R
8366 - 1A MARVYN 6-10% BH 6 300 0 1. -
SG468 MAR-SEP
8368 1C/D AUTRYVIL' LE ALL 1 50 0 761 SE
8368 1 C/D AUTRYVILLE ALL BH 5.5 275 0 --
8366 SG 1 379 MAR-MAR
2A AUTRWILLE ALL BH 50 01 69 SEP-MAR
8366 - 2A AUTRYVILLE ALL 5.5 275 0 -8 795- MAR-SEP 8366 28 AUTRWILLE ALL SG 1 50 -
BH 0. 9 1451 SEP-MAR 8366 - 2B AUTRYVILLE ALL 5.5 275 0' 0. ---
8366 - - SG AR-SEP
836 BH 5.5 275
3A AUTRYVILLE ALL 1 75 0( 0 3 4
83688 G 7 256 F M SEP-MAR
3A AUTRYVILLE ALL p 73
' - - S7 MAR-SEP
3B 1 AUTRYVILLE ALL 50 0 2.68 134 SEP-MAR 8368 - 38 AUTRYVILLE ALL BH 5.5 275 SG 0 2.94 809 MAR-SEP
8368 3C _AUTRYVILLE ALL 1 50 0 2.94 147 SEP- ARM
8368 - 3C AUTRYVILLE ALL BH 5.5 275ii 0 .39
8368 SG BH L 382 MAR-SEP
8368
3D AUTRWILLE ALL - 1 5.5 75 Oi 1- 9 70 SEP-MAR
- 3D AU �i TRYVILLE ALL
- - -- SG 275.. z . -59�- 712 MAR-SEP
1 50 _ 0 2.59 0 SESE R
TOTA
Indicates that this field is being overseeded (i.e. inter lant LS: 5g1g
summer annuals. p ed) or winter annuals follow
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meetin
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers i
g the N
some eastern counties of NC to have a nutrient management plan that a
nutrients. This plan only addresses Nitrogen. n
addresses all
Page 2

TABLE 2 :ACRES WITH AGREEMENT OR LONG TERM
(Agreement with adjacent landowners must be attached. LEASE
(Required only if operator does not own adequate land. See
_- - - required specifications 2.)
There are no Acres
Leased
Indicates that this field is i.e.being overseeded
summer annuals, ( Interplanted) or winter annuals follow
Indicates a Crop Rotation
Acreage figures may exceed total acreage in field
**Lbs AW N (animal waste nitrogen) a due to overseeding.
goals total required nitrogen less any commercial
nitrogen (COMM N) supplied.
9 legend explains the crop codes used in TA LES 1 and
CROP CODE 2 above:
,BH - CROP
HYBRID BER_MUDAG
SG SMALL G RASS-HAY UNITS
-__ RAIN OVERSEEDED LBS N/UNIT
-- ---- - - TONS
- -- A 50
C -
50
Page 3

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 17.681 5,818
TOTALS: 17.68 5,818
AMOUNT OF N PRODUCED: 3,072
'BALANCE -2,746
*** This number must be less than or equal to 0 in order to fully utilize the animal waste N
produced.
Acres show in each of the preceeding tables are considered to be the usable acres excluding
required buffers, filter strips along ditches, odd areas unable to be irrigated, and perimeter
areas not receiving full application rates due to equipment limitations. Actual total acres in the
fields listed may, and most likely will be, more than the acres shown in the tables.
NOTE: The Waste Utilization Plan must contain provisions for periodic land application of
sludge at agronomic rates. The sludge will be nurturient rich and will require precautionary
measures to prevent over application of nutrients or other elements. Your production facility
will produce approximately 486.4 pounds of plant available nitrogen (PAN) per year in the
sludge that will need to be removed on a periodic basis. This figure is PAN when
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.63 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
APPLICATION APPLICATION
TRACT FIELD SOIL TYPE CROP RATE(In/hr) AMT(inches)
8366 -1A iMARVYN 6-10% SG 0.50 *1
(8366 1A JMARVYN 6-10% BH 0.50 *1
8366 --2A,-2B,-3A IAUTRYVILLE ALL SG 0.60 *1
8366 i 2A,2B,3A AUTRYVILLE ALL BH 0.60 '1
8368 - 1B MARVYN 6-10% SG 0.50 *1
(8368 1B MARVYN 6-10% BH D.50 *1
8368 -IC/D,-3B,-3C,-3D AUTRYVILLE ALL SG 0.60 *1
8368 _ IC/D,3B,3C,3D AUTRYVILLE ALL f BH 0.60 *1
* This is the maximum application amount allowed for the soil assuming the amount of
nitrogen allowed for the crop is not over applied. In many situations, the application
amount shown cannot be applied because the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Page 4

NARRATIVE OF OPERATION
This facility was originally 2 facilities, #31-686 and 31-212 under different ownership.
Maxwell Foods notified DEHNR of change of ownership in Sept.'97 and combined the farms
and waste utilization plans in Oct.'97. Sue Homewood was notified and facility number
assigned is#31-212.
This WUP was revised March 1, 1999 to reflect wettable acres. The WUP is written by
irrigation pulls and has a current map showing the pulls as labeled and a D-1 as supporting
documentation. All three documents show irrigation pulls and acres and directly correlate to
one another.
To utilize the 100-lb PAN rate, the bermuda cannot be applied to after August 31, the small
grain must be applied to in split applications (Sept 15-Oct 31 and Feb - Mar) and the small
grain must be removed by April 7.
This WUP was revised 11/02/09 to reflect a 50-lb PAN rate on overseed. If grower elects to
us the 100-lb overseed PAN rate he will need to utilize
rule listed above and the PAN balance will be -3630.
This farm was purchased by Stan Draughon (Benson Sow Farms, LLC.) on 9/19113.
Page 5

PLANS & SPECIFICATIONS
1. Animal waste shall not reach surface waters of the state by runoff, drift, manmade
conveyances, direct application, or direct discharge during operation or land application. Any
discharge of waste which reaches surface water is prohibited. Illegal discharges are subject
to assessment of civil penalties of$10,000 per day by the Division of Water Quality for every
day the discharge continues.
2. The Field Office must have documentation in the design folder that the producer either
owns or has long term access to adequate land to properly dispose of waste. If the producer
does not own adequate land to properly dispose of waste, he shall provide NRCS with a copy
of a written agreement with a landowner who is within a reasonable proximity, allowing
him/her the use of the land for waste application for the life expectancy of the production
facility. It is the responsibility of the owner of the facility to secure an update of the Waste
Utilization Plan when there is a change in the operation, increase in the number of animals,
method of utilization, or available land.
3. Animal waste shall be applied to meet, but not exceed, the Nitrogen needs for realistic crop
yields based on soil type, available moisture, historical data, climate conditions, and level of
management, unless there are regulations that restrict the rate of application for other
nutrients.
4. Animal waste may be applied to land that has a Resource Management System (RMS) or
an Alternative Conservation System (ACS). If an ACS is used the soil loss shall be no greater
than 10 tons per acre per year and appropriate filter strips will be used where runoff leaves
the field. These filter strips will be in addition to 'Buffers" required by DEM. (See FOTG
Stantard 393 - Filter Strips and Standard 390 Interim Riparian Forest Buffers).
5. Odors can be reduced by injecting the waste or disking after waste application. Waste
should not be applied when there is danger of drift from the irrigation field.
6. When animal waste is to be applied on acres subject to flooding, it will be soil incorporated
on conventionally tilled cropland. When applied to conservation tilled crops or grassland, the
waste may be broadcast provided the application does not occur during a season prone to
flooding. (See "Weather and Climate in North Carolina" in the NRCS Technical Reference -
Environment file for guidance.)
*7. Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that
runoff does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control conditions
conducive to odor or flies and to provide uniformity of application.
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.
10. Waste nutrients shall not be applied in fall or winter for spring planted crops on soils with
a high potential for leaching. Waste nutrient loading rates on these soils should be held to a
minimum and a suitable winter cover crop planted to take up released nutrients. Waste shall
not be applied more than 30 days prior to planting of a crop on bare soil.
11. Any new swine facility sited on or after October 1, 1995 shall comply with the following:
the outer perimeter of the land area onto which waste is applied from a lagoon that is a
component of a swine farm shall be at least 50 feet from any residential property boundary
Page 6

and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste
other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over-spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60,days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate-determining
element. Zinc and copper levels in the soils shall be monitored and alternative crop sites
shall be used when these metals approach excessive levels. -pH shall be adjusted for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three (3) years.
Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Page 7

Agriculture regulations.
* Liquid Systems
Page 8

NAME OF FARM: Houston 1,2,3 & 4
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILITY OWNER: Benson Sow Farm, LLC
1. t
SIGNATURE: . ATE: I I
t
NAME OF MANAGER (if different from owner):
please print
SIGNATURE:_ DATE:__
NAME OF TECHNICAL SPECIALIST: Robert B. Mitchell Jr.
AFFILIATION: Private Technical Specialist
ADDRESS (AGENCY): 104 Adler Lane
Goldsboro, NC 27530
[phone]
�'�, f•
SIGNATURE: 1' t- DATE: Z3
Page 9

Lnndowner/O �zGATioN sySTEAf DESIG1
PcratorNa 11 P``1RAMETERS
Name:
Address: °' pp�s /
14- S
O o00 4
Telephone:
Coan
TABLE 1 - Field S Date:
pecificn(ions
Approxhnate
Mnzhnum
1'leldi UsenbleSLze
orrleld2
Nunebcr Mazlm
(acres) Soil Slope Maximum
•S6 Tyne APPucnflo APPllcat(om
n
l•3 v Cro s Rat-3 PerIreigatlon
rl t(7 ()
1� �cti. � (Whr Cycle3
•38
1 a• 1, L L j Comments
a• !t
II rr !1
!1
it
n ,
t�
18ec attached map
2Total field
;Refer to acreage mtntts required N'C.�gation G bufl'crareas.
utde,Field Otrce.Techtical Guide,Section II G• Annual application must not exceed the a
gronomic rates for the soil and crop used.
;MCS•Nr

Traveling Irrigation Gun Settings
Effective width
Wetted diameter= 240 t.
Nozzle sfZe = 1.1 ft.
Operating pressure @ un gur,
Total acres covered 70
with traveler(wettable) = 17,68
H�'drant Number
Effective len th
1A Effective Width
18 340 Acres
1 C 288 200 — ~
1 D 200 200 1.56
2A 200 200 1.32
28 420 100 0.92
3A 270 300 0.46
38 470 150 2.89
3 C 474 240 0.93
3D 225 270 2.68
418 270 2.94
270 1.39
2.59
Total gcfeS
17.68

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FIELD STANDARDS
FARM:
WTRACTIELD CODE ACREAGE23
5
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8 I•
9
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
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U.S. DEPAnTMENT OF AGnICU,.TURE SCS-CPA•16
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501t_CONSERVATIONSF_AVICE
CONSERVATION PLAN MAP JOwner -,�.
• State _—_ JL►ate
County ---- - — —
Approximate acres_ -•`- r _-�-.- Approximate scale___=
Cooperating with_ __--Consen'ation District
Plan identification _ Photo -
I Assisted U:;Il:"s :;ctil Conservation Service
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AN--Hr.L W:1STE P*-r;a*I CSit;=P2CATT_O:7 FOR har7 OR 12A21DED FEEDLOTS
Please rate_-a the cc lated fo= to the Division of Ervi_o:�aatal 2X.agament at
tha address oa tha rav&rsa aid& of this fo=.
.lame of farm (Please print) : 0vsov�
Address: r j4b�-IA' Lan,- Ficfr! Kol
w G Phone No. : 910-2 -yqr,
County:
Farm location: Latitude and Longitude:dµ° � ' 12r 122' Sl' (rewired) . Also,
please attach a copy of a county road map with location identified.
'type of operation (swine, layer, dairy, etc. ) :_jvr iAe
Design capacity (number of animals) : 3 0
Average size of operation (12 month population avg.) : OD
Average acreage needed for land application of waste (acres) :
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to ISA NCAC 6F .0005, I certify that the new or
expanded animal Waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA-Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria-hasre .been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers) ; liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party) ; access
or ownership of proper waste application equipment, schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
storm.
'a=a og Tachnical specialist (Please Print) MICHAEL E. SUGG _
,ffiliation: USDA, NAT. RES. CONS. SERV.
Address (Agency) : PO BOX 277 KENANSVILLE-NC
Signature: l �• zf `i' ' i TELEPHONE [phone]
Owner/Manager A�eaaent
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Soil and
Water Conservation District.
Na-e of Land Ownar (Please hint) So11rt /1�. �yQu.l 'Oh
Signature: 2, F T_ Date-_
Ha--a of Ka/aga.r, if different from owner (Please print) :
Signature" Date:
Note: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DPI USE ONLY:ACNEW#

G A/�
ANIMAL WASTE MANAGEMENT PLAN CERTIFICATION FOR EXISTING FEEDLOTS
'lease return the completed form to the Division of Envir
onmental Management at the address on the
.verse side of this form.
Name of farm (Please print) : William P Daniels
Mailin Add Facilit No. 31-212
g ress: 209 West college St
Ylarsaw, Nc 28398 Phone No.: 910-293-4597 _
County (of farm): . Also, please attach a_
Farm location: Latitude and Longitud Dunlin
e: 34� 56' 45" / 78° oo ' 50' (required)
copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.) : swine
Design capacity (number of animals). : 200
Average size of operation (12 month population avg.): 3200
Average acreage needed for land application of waste (acres) :__13`
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant
to 15A NCAC 6F .0005, I certify that the existing animal waste management system for the farm named
above has an animal waste management plan that meets the operation and maintenance standards and
specifications of the Division of Environmental Management and the USDA - Soil Conservation Service
and/or the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001 - .0005. The following elements and their corresponding minimum criteria have been
verified by me or other designated technical specialists and are included in the plan as applicable: minimum
separations (buffers); adequate quantity and amount of land for waste utilization (or use of third art access or ownership of proper waste application equipment; schedule for timing of applications; party);
cation
sates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe
the 25 - year, 24 - hour storm.
When checked, see reverse side of form fo BILLY-W HOUSTON
Name of Technical Specialist (Please Print): DUPLIN' S & 14 CONSER DISTRICT
Affiliation (Agency) PO. BOX V7
Address (Agency): KENANSVILLE NC 28349
Signature: TELEPHONE [phone]
r
Owner/Manager Agreement
1 (we) understand the operation and maintenance procedures established in the approved animal waste
management plan for the farm named above and will implement these procedures. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of Environmental Management
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
fc)m this system to surface waters of the state either directly through a man-made conveyance or through
-�aoff from a storm event less severe that the 25-year, 24-hour storm. The approved plan will be filed at the
`arm and at the office of the local Soil and Water Conservation District.
Fame of Land OwneUfer2n
lTint): '
Iignature.
ame of Manager, ifom owner (Please print): ate:
:,nature:
— — _ Date:
A change in land ownership requires notification or a new certification(if the approved plan is changed)to be submitted to the Division of
nvironmental Management'within 60 days of a title transfer.
DEMUSE ONLY: ACE##

f � United States Soil
5 Department of Conservation
Agriculture Service
OPERATOR: VV,, ��;a�+ P. l
Please review the attached plan and spec.iF.ications carefully. Retain
this plan for your use and records. It is strongly recommended that you,
your contractor, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is expected so that final construction meets plans and
specification and the job can be certified' for payment (if cost-sharing
is involved) .
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment lagoon.
The actual amount of material required for pads and'dam may vary from the
estimates. The design will attempt to balance cuts and fills as close as
possible. If additional material is required after construction is complete
on the lagoon, the -contractor and owner will negotiate on the price and
location of bo rl4ow 'a rea.
I.
i
NOTE: DesigniRequirement: )40444 cu.ft. = cu.yds.
Estimate of Excavation: cu.ft. = q3 ,3p cu.yds.
Estimate of Pad b Dike: _ cu.ft _cu.yds.
1_�_: l,() Ration
Job Class _ Q
Da to
Designed By
Name
R•
Design Approval
Name
Da to
Q The Sod conservation Service
is an agency of the
Department of Agriculture

-� —
. '
�
'at or:William P Daniels County : Duplin Date : 03/09/93
Distance to nearest residence (other than owner)
- : /� �<� feet
^
1. STEADY STATE LIVE WEIGHT
Sows (farrow to finish) X 1417 lbs. = N
0 Sows (farrow to feeder) X 522 lbs. = 0
0 �ead (finishing only> X
0 Sows <farrow to wean) X 433
Head ean to feeder> x 30 lbs.
TOTAL STEADY STATE LIVE WE'
GHT' (SSLW)
2. MFINIMUM REQUIRED TREATMENT VOLUME OF LA8OON
�olume = 96000 lbs. SSLW X Treatee:t Volune CF/lb. SSLW
/ Treatment Volume CF/lb. SSLW= 10 CF/lb. SSLW
/ VoIume = 960W0 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION (NOT COMPUTED AT)
(LANDOWNER REQUEST)
Volume = 0 cubic feet (Sludge Removed As Needed)
4. TOTAL DESI6N VOLUME
Inside top: length 180 feet ; width 140 feet
Top uf dike at elevation 4�. 80 feet
Frepboard 1 . 0 feet Side slopes 3. 0: 1 ( insid�}
Total design 'ER liquid level at eleva� io� 44. 80 feet
8o�tom of lagoon at elevation 33. 80 feet
Sp�sunal ! igh water table elevation 35. Q0 feet
�otal �esign volume using prismoida1 fyr��la :
SS/END1 SS/END2 SS/SIDE1 SS/END2 LENGTH WIDTH DEPTH
3. 0 3. 0 3. 0 3. � 174. 0 134. 0 11. 00
AREA DF TOP
LENGTH X WIDTH
174 134 23316 (Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
1N8 68 7344 (Area of Bottom)
AREA OFMIDSECTION
LENGTH X WIDTH X 4
141 101 56964 (Area of Midsec-tion X 4)
top+ (4XArea Midsecti �") +Area Bottom] X Depth/6
23316 56964 7344 �
VOL 0F LAGOON AT TOTAL DESIGN LIQUID LEVEL = 160644 CU' FT'

' -
5 TEMPORARY STORA6E REQUIRED
^
` Drpinage Area:
� Lagoon (top of dike)
| . Length X Width =
� 180 140 25200 Square Feet
Buildings (roof and lot water)
1 Length X Width =
0 0 0 Squane Feet
/
TOTAL DA 25200 Square Feet
===>' Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0. 00136
Volume = 96000 Lbs. SSLW X CF of waste/lb/day X 18Q'i
Volume = 23501 Cubic feet
B. Volume of wash water
This is the amount of fresh water used for washing flours ur
volume of fresh water used for a flush system. Flush systems
that recirculate the lagoon water are accounted for i: 5A'
Volume = 0 Gallons/day X 180 days sLorage/ 7, 48
gallons per CF
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by
largest amount.
180 days excess rainfall = 7. 0 inches
Volume = 7. 0 Inches X DA / 12 inches per foot
Volume = 14700 Cubic feet
D. Volume of 25 year — 24 hour storm
Volume = 7' 5 inches / 12 inches per foot X DA
Volume = 15750 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A' 23501 Cubic feet
50' 0 Cubic feet
5C. 14700 Cubic feet
5D. 15750 Cubic feet
TOTAL 53951 Cubic feet

`- -
, .
' 6. SUMMARY
149951 Cubic feet
Total required volume =
160644 C�bic fnet
Total design vulume a' `
Min. reqrd. trtmnt. v�l . plus slu d ge accum. = Cu'
41 769 Ft ; Vol= 96887 Cubic feet (end
. pumpinu>
At elev.
144894 Cu. Ft-
Total design volume less 25yr-24hr storm =
At elev. 44. 10 Ft ; Vol= 144771 Cubic feet
(start pumpiog
t r table elevation is 35. 00 Feet
S , which must
} eason waal hibh e
� f treatment volume 41' 7
be lower than the elevation of top o
APPROVED BY:
DESI8NED BY4.
S?
�
' DATE:
DAl'E: ,
NOTE: PLAN
SEE ATTACHED WA�TE UTILIZATION
--
------------
--------------- _
ADDlTIONAL NOTES:
___-..
,.,

'
OPERATION AND MAINTENANCE_PLAN
/- _______________-
-- e) with
t treatment (Permanent storagd level
/ designed for was e the planned ��«z
ia lagoon is The time req«ired for vary due to
T� odor control ^ temporary storage) may added
to the
minlm«meached (permanent + tempo of fresh water to be a
to '�e reached
and the amount
flushing oP
system~ e is an estimated volume
d 6 months temporary storage excess rainfall after t
The designed waste from animals ; 2> ( ne day) rainfall that
based on : 1 ) was the largest 24 ho«r » The volume of
evaporatiun ; and 3) ef once every 2� yea|`b` will be fairly
`ur�; on the a»erage o number of animals w This
occ a given ear.
- -aced from number ear tc Y ` ' '' - -
te genera - ~ and from y -- is
was t through" the year a f excess-rainfall which
constant "~� 7 inches o in a year^
e�timate is based on the highest 6 months e»cesstely 8 inches^
equal to or exceeds ess rainfall is aPPro«ima fall will
The average annual e«�of 8 inches of excess rainfall
will not be a
Therefore, an average of
year. The 25 year rainfall
this storage
need to be p«mPed each ^ pumping cYcle' o is
consider in an annualMaximum elevation factor to co be available^ A nd this is usual
volume must always i n to begin pumping a If the outlet
determined in each design
from buildi»g (s) ^ ping a
the outlet in«ert of pipe (s)the elevation to begin p«m to
ipe is not installed on i stalled an this elevation t be
permanent marker must be inns -
begin, Mn ele«atiun `musment depth
p t when pumPing should intain mi. �� �a^ n
indicate
d to stop pumping to ma st�ppe� any time between
est*bli " 'e an be started or as site
(6 Feet) ' PumPing c operating cunve»ie»zc t to apply
these two elevations for oP soils crop` and cq«iPmen
nditians permit (weather, hing) ,
co t runoff or leaching) .
' waste witho« an acceptable
f waste water is recognized
nasude solid set,
Land ap�lization o Methods of applizatiu» include
i�^ Care should
L\ od of JisPosal^ gun irrigat o»^ the field
me ` guns, and travelingprevent runoff fro�
center Pivot !when
applying waste to p
be taken w ..
or damage to crops.
The following items are to be carried out : t laguon be pre_
mended tha the treltmen dors during
1 It is strongly recomity to prevent e«cessi »enoof the initial
' 1/2 its capacity centratzc
d to the co»
charged ^' � - reduces �-�� Solids
- Pre-charging ' i odors^
Pre-c � duc »�
start-up- ''— ~ - thereby e ^ -- - re-
s the lagoon � ti es When P
waste entering red with effluent at all wit" ^ ecycled lagoon
should be co»e leted flush b«ildi»gs �� 'flushing after
charging is comP ' ld not be used or
c Fresh water shou
liquid-
initial filling' followed.
hed -aste utilization ,plan shall bete ( see
2^ The attacmmends sampling and testing u" , .-
This plan re"o land application-
Attachment 8) before

'
�
+;�
'
~ '
�
eleva� 3, Begin pump—out of the lagoon when fluid level reaches
—tion 44. 10 as marked by permanent markers. Stop pump—out
when the fluid level reaches elevation 41. 70 or before
/ fluid depth is less than 6 feet deep (this prevents the loss of
' favorable bacteria) . The design temporary . storage, less 23 year
storm is 38201 cubic feet or - 285742 gallons. As stated
| befoie, this volume will vary considerably from year to year.
/
4. The 'recommended maximum amount to apply per irrigation is one
/ ( 1 ) inch and the recommended maximum application rate is 0, 4
�
inches per hour.
5. Keep vegetation on embankment and areas adjacent to the lagoon
mowed annually. Vegetation should be fertilized as needed to
maintain a vigorous stand.
G. Repair eroded r areas damaged b d t d
. epa r any ero e areas o e sy rodents s an
establish in vegetation.
7. All surface ru"off is to be dive>`ted from the lagoon to
stable outlets.
B. Keep a minimum of 100 feet cropland buffer or 25 feeL of grass
vegetated bufFer around waste utilization fields, particularly adjacent
tu ponds, lakes, streams, open ditches, etc. Do not pump within
�
300 feet Of a residence or within 100 feet of a well.
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 EDvirun—
mental Management , has the responsibility for enforcing this law.
NOTES:
/
�,

LAGON
/ SPECIFICATIONS FOR CONSTRUCTION JOF—WASTE—TREATMENT
----------
CLEARING:
_— and brush shall be removed from the construction area
Alf tree -- Stumps will be
before any (?Y.C_avatinCJ or fill is started. N
removed IrjithYin the area of the foundation of the embankment and
stumps and roots exceeding
fill areas and allt2xi_t~.vated area. • All E
One ( 1 ) inch; in diameter~ shall. berE?ri:aed to a minimum depth of
one ( 1 ) 'Foot. Satisfactory disposition will be made of all
debris. The foundation area shall be loosened thoroughly before
placement• of embankment material . Lagoon . i'te (and pad i
te YF
needec i to be stripped of t:o�:t :ail i
)
and stoc•kpi'led for use on dike
1-1-le topsoiling quantity is in excess i;'f
and pad slope: (2--0 ) -
amounts
specified on page one ( 1 ) .
Cut.off Trench :
---------------
A cut:--off trench (when specified) shall be installed as shown in
the, plans.
f.:O'i!st'r~uct i on :
- ` - -. _..-t ...
t..L?'i 1:. t�.r_'_ �.:i_ ].C:t r"; C E;.L rl`:tt-:-•-�d ci.f'I to t:'car' f!1"1 1. 1 areas shall be performed
ti,i he neat: lines and grades as planned. Deviations from this i.,l .
_.F. the 'SC'_i. E:ar~thfi l l shall be placed in
require prior~ app'r oval +_
i� +_ r- and not
1:�;.la i"l,i 1 in standing r'_i!1 CJ 1 I f!:� water- Compaction
max. of ( lifts c!1"I':� I,t' t; p.
, construction-.�..... - - F,.rl!i i p fil E}rt t: C;7~ 5}'1 e E?p s--'i'C!Ci't_ r'G?. :i• t:?..
shall be performed by the t..:ons1-r-!tc:•tiL?i1 - - - �.• �, : ._ !� = t,_.+. l _u
. - - embankment,t.-t....-.i� i;!'f- the I= 1. O i�-: shall 2 l i (�t; i....,,'`":
d,_lr`•i'ing placement. li!`e i�.I!L_aIII,IteIIt, � _
Materials. Construction L-�i f i 1 �.
the v i o�_l 4: M cil is e r'•i� l _
!i51'i,Cj 'L•IIE'. iY!C?re 1fif::Etr', settlement. To
height: shall include ten ( i,Vl) �. .=rI.-_eL r ..tmaterial
protect against seepage, areas.., •� f,: .�....:..
encountered,
they tohen excavated a minimum Of One ( 1 : t.! .:
i�in i.:i:!!t i i'��e-r~O i:�� %!I t'y will i. l need i?i.j
below grade and backfiiled and compacted with t SCS approved
the _ investigation
rll�rte'r~ial. ( i- +e —l...I_-, ::�(,rLsl"i) - �! _ i! > C r"a. ns. Precaution'-',
;, -.
Refer '�i•, � soil
:i.t::::1.L__rt . ? i 1 E:' �t't i a'
information 3.1"r t I-;i;:' plans for
spec r o5ioil
'told be tv.f:en d!tr~ii; t t L; ,r-i;; io n toprevent
excessive
�e
e
zh�
and sedimentation.
Vegetation :
-------------
All exposed c 1 C r ` :_ .+-- bare
!. r construct
C _ _ areas
eas
shall be
the planned :; n ? _ r =g _ J_ _ i - n as 000n L , _s . .
seeded ta ding
r,- _ 5 �E•C:`1 , ].C'�c'G].C!i't�: sheet .
after construction ct c i'_�!f' t:u seeding�C: 5.,!y �'

SEEDING RECOMMENDATIONS
AREA TO BE NEEDED: 2. 0 ACRES
USE THE S;=`E_D MIXTURE: INDICATED:
0. 0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE_
(BEST SUITED ON CLAYEY OR MOIST SOIL. CONDITIONS)
SEEDING DATES : SEPTEhrIB R 10 TO NOVEI'rBER 30
0. 0 LBS. "PE.NSACOLA" BAHIA GRASS @ 60 LBS. PER ACRE
(SEE FOOTNOTE NUMBER 1 )
SEEDING NG DATES: MARCH 15 TO JUNE 30
16. 0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL I TO JUL_Y 31
L,& !r'.! LBS. RYE GRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE)
0. 0 LBS. RYE GRASS @ 40 LBS. PER ACRE_ (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBE:R 1 TO MARCH :::0
n
f T
APPLY r r1E._ FOLLOWING:
2000 1...B'S. OF 10-10-10 FERTILIZER 1000 LBS. PER ACRE)
4. 0 E.Cjh,i;, OF DOLOMITICI__ihlE ,2 TONS PER ACRE)
200 BALES -_r- SMAi.._L.. G'r;;::}I!a S'i•F':H4•J S 1!70 Br:,__r:S PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED D PRIOR OR TO SEEDING. SHAPE PE ALL
DISTL.1RBED AREAS AS IMMEDIATELY AFTER E=A Tr-IMOVl:ND IS COMPLETED. APPLY
LIME AND FERTILIZER, THEN DISK TO PREPARE A 3 TO 4 Iha::H SMOOTH SEEDBED.,
APPLY SEED
N ) FIRM SEEDBED WITH A CULT I PACKER OR SIMILAR EQUIPMENT.
1-,E-'PI.._Y MULCH AND SECURE WITH `i MULCH f-1NI HORIi'•.!i_; TOOL OR NETTING.
1. PE•NSACOLA BAH I A GRASS IS SLOWER TO ESTABLISH THAN COMMON
BE RMUDA GRASS. WHEN USING 09H I A, IT IS RECOMMENDED THAT 8
LBS. PER ACRE OF COMMON BERMODA BE INCLUDED TO PROVIDE COVER

soil p, 0. BOX 277
��itV states Conservation KENANSVILLE, NC 28349
Department of service
Agriculture -TELEPHONE [phone]
AGEMENT FACILITY SITE EVALUATION AND MANAGEMENT PLAN
WASTE MAN \ Q
PRODUCER
L�
I nyuka- ) S. F.r s-
LOCATION OF SITE r
�-
SIZE OF PROPOSED OPERATION 3 Z 0 u
V SOIL CLASS
IS SOIL SUITABLE FOR LAGOON? ES NO —
c FROM THE LAGOON SITEJT NEAREST RESIUENC�E_ OTHER THAN LANDOWNER OR HIS
DISTANCE ` _-
TENANT o
NUMBER OF HOUSES WITHIN 2000 FEET OF LAGOON SITE C , CD _
(� ---- 0 -
ACREAGE/CROP REQUIRED TO PUMP EFFLUENT ` x0 -
DOES LANDOWNER HAVE ENOUGH ACREAGE YES TO MORE ACREAGE? YES x0
IF No, DOES LANDOWNER HAVE ACCESS —
xo
WILL FACILITY IHVOLVE' ALTERING WETLANDS? YES -- THE LANDOWNER IS
IF THE ABOVE QUESTIOx CONCERNINGWETLANDS
MAY REQUIRE PERMITS FROM THE ARMY CORP OF
HEREBY ADVISED THAT THIS CONSTRUCTION
W
WETLANDS IS CHECKED 'YES",CORP REPRESENTATIVE FOR
E IF PERMITS ARE
ENGINEERS. IT IS THE LANDOWNERS REQUIRED PERMITS. THE ARMY
RESPONSIBILITY TO DETERM
NECESSARY AND TO OBTAIN TH
DUPLIN COUNTY IS: JEFF RICHTER,
US ARMY CORP OF ENGINEERS
p. 0. BOX 1890
WILMINGTON, NC 28402
TELEPHONE [phone]
i
i S RESPONSIBLE TO DETERMINE IF ANY LOCAL OR STATE ZONING ORDINANCE
LANDOWNER I \F
AFFECT THE LOCATION OF THIS FACILITY.
YES _
i
TMENT FACILITIE
DOES SITE MEET SC5 CRITERIA FOR WASTE TREA
' ADDITIONAL COMMENT ` 0
IF NTI. VALID FOR G0 DAYS FROM THE DATE UATEDDAT THEDTIMENOFADESOGNBT
THIS APPROVAL IS
PERIOD SITE WILL BE RE-E
E WITH SCS STANDARDS. LAGOON WILL HAVE TO BE 750 FEET FROM AN
} COMPLETED WITHIN THIS
ASSURE COMPLIA
' AT TIME OF DESIGN-
RESIDENCE OTHER THAN APPLICANT
The Sod Cottiaervalbn Service \ _DATE
agency
is an age Y or the
vDepartment of Agriculture SIGNATURE
i

ENG-538 U. S. DEPARTMENT OF AGRICULTURE
rY SGS- SOIL CONSERVATION SERVICE
Rev. 5-70
t SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
— FARMER'S NAME elDISTRICT
DATE_.!/— y'S D COUNTY
S. C.S. PHOTO SKEET NO. WORK UNIT
WATERSHED AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE (Approx. scale 111= feet)
Locate reference point�n center line of dam and Identify on sketch.
71
r-17)
I �
L-L
SHOW BORING NUMBER AND PROFILE
DEPTH Mahe and list dam-site and solltway borings first-then ponded area and borrow pit borings-separate with vertical rod line.
(Continued on book whore necessary) Show water table eleuations on dam-silt borings.
SCALE 2 3 4 5 6 7 9 10 i1 12 13 14 15 16 17 118 11 19 1120 1 21 22 23
L
C_ l�
C c t✓ sf1
S�, L
A-
9./o s G ' FFI 1 -1 11 JL_
-
lo-ll
BORINGS MADE BY "'-`SIGNATURE & TITLE
7%��_

US Department of Agriculture NC-CPA 16
`Soil Conservation Service 4-92
Yr
ENVIRONMENTAL EVALUATION
Land User/Owner W.j 1 iar4 P, ,�7 �,; 1�_ County
Location/Tract & Field Number T?366 { ,i Acreage 7 0
Prepared by Date_
Brief Description of Planned Practice/RMS/Project Measure:
gj�OON cr + .J .r,,
Environmental Factors and Resources to Identify and Evaluate
1. Is wetland included in the planning area: .. (References: NCPM;
190-GM 410.26; Hydric soils list; Classification of Wetlands and
Deepwater Habitats of the U.S. ; National Wetlands Inventory Maps;
NFSAM.
No
Yes - If yes,
-- Identify types present
-- Attach environmental evaluation showing what effect
planned assistance will have on wetland and how this
assistance is within policy
-- Have needed permits (LAMA, DEM, Corps, etc. ) been
obtained by the landuser?
-- Make sure no planned practices will put the landowner in
violation of Swampbuster
2 . Endangered and/or threatened species: (References: 190-GM
410.22; Technical Guide Section I-i(13) and Section I-vii
✓ No Yes
-- Identify species whose range and habitat needs indicate
they might occur in planning area
-- Identify on map any designated-critical habitat
AECWEWie 1CDEQ0W1
MAR 2 8 2019
IAl�r®uali9;+

Is: a. designated_natural or scenic area included- in. the planning
areay. or will planned actions impact on an- adjacent natural or
scenic. area?a;' (-,References:. 1.90-GM. 410.2.1 and . 24.)-
N.Q
Yes yes;,.. encourage. landus.er to.. consult with concerned:
agpnci-.,es:,. societies:,. and, individuals; to: arrive-. at..
mutualltyJ satisfactory -and- u,se and.i treatment:.,
4:. Does, tib-,e- pl.-an-M.-n% ax-_!ea, inaludo.- the- IOA-year- f..-I!zoja. plain:?,.
(,Re.f, eK­e.azes 4T1Q- Z-5-­ HTJQ; FIqqd% 1?-1-ain• maps-),
Yes Zf: yes,.."
hs; the ass .steel. act or: ly,.. to, have: sIgpi.fir-ant-
4d,V4P effeetz. on
; ex, st-ing., natural and: beneficlal
va-lues.--- in., the,. flood. plalnZ-
Is, there, a- practical. alternative, outside; the: floo&
lia-9; the.- pj-.aini been.. used; fox agricultural
p,r.Pdu,ct.Ion,. *f or- at, least, 3: of: the. -last 5,.. years?
5.. Is an... arqh-Aeolxogical Qr- histori.cal s-ite: 1'Qca-.ted7 in- the, planning:
area,.?., (--,Re.;ferenQe5:. N.CPM3*.,, 420-GM 4*Q-I..;. National. Register- o.f
Places)%
No
Yes: - if- yes.,.. have: steps. been; taken, to ensure the.
protection: aff., this areaZ
6;_ Jkre: there! any prima,: unique,. or. locally important farmlands-. in
the: operating, unit-?-, (;References.:
No,
Yes if yes.-., identify, on:. a soils map or legend.
Wil-II.- the: action: result--. in- sodbust-ing.7-
No: Yes.
8 .. Wi-*1.1:. the, action. result in. swampbusting?.:
✓ No Yes
9., is there: a potential fox controversy,-'.?'- From. whom?. tqdjo i
No: ✓ Yes- A e-^J

1
L_
Are permits required?/Should the person contact permit agencies?
No Yes
When an environmental factor or resource is identified on the
site, the user will refer to the appropriate reference for policy
and document the appropriate .action in the notes portion of this
form.
NOTES, DOCUMENTATION, FOLLOW-UP
i

epartment of Agriculture NC-ENG-34
,r
conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner (�tl�l�;;q,�►. P; ( :ie� 4 County D�
Community or.-Group.-No... ." 0
f { Conservation' Plan -No."
Estimated Depth::of.Water o Top ..
Dam /Zo_Ft. Length of Flood Pool F '
'~"
Date of :t
Field Hazard:Investigation.,Y. .2p -
Evaluation by :reach of flood plaihrdownstream to the •pgint of estimated minor effect
from sudden ' dam :failure:;;:, 1;: .�
• :;: . t�„ Est.­
E1 ev: T.411evation
Kind of Improvements:` of Breach
Reach: Length:.: Width: Slope ;Land Use Improvements i Above :Flbodwater.::Above
flood Plain: . Flood Plain
Ft: . . .-.:Ft. . :. s. Ft: :Ft.
3 ,
Describe potentjal. for^loss of I M, and damhg6m to existing or- probable-future:.downstream
improvements from a sudden' ,
breach -No., 4.00 Ft f, a t,; �a`y of wiaT:'; l'ronG:
do U 4 J,t NC 4
Hazard Classification of Dam (®, b; c) (see NEM-Part 520.21)
Classification (I, (5, III, IV, V)
By ` ` Date J-
na e title -
Concurred -By, L_ Date 3'Z--
(name title
NOTE: 1. Instructions:'on..reverse side.
2• .Attach additional:-sheets as needed:

83s 1� .. '.
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ANIMAL WASTE MANAGEMENT PLAN CERTIFICATION FOR EXISTING FEEDLOTS
Please return the completed form to the Division of Environmental Management at the address on the
reverse side of this form.
Name of farm (Please print) : William P Daniels (Facility No. 31-212`
Mailing Address:__ 209 West College St
Warsaw NC 28398 Phone No.: 910-293-4597
County (of farm): Dur lin
Farm location: Latitude and Longitude: 34G 56' 45" / 7a° 00 ' 50' (required). Also, please attach a
copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.) : _ Swine
Design capacity (number of animals) : 3200
Average size of operation (12 month population avg.): 3200 --
Average acreage needed for land application of waste (acres) : 13
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant
to 15A NCAC 6F .0005, I certify that the existing animal waste management system for the farm named
above has an animal waste management plan that meets the operation and maintenance standards and
specifications of the Division of Environmental Management and the USDA - Soil Conservation Service
and/or the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001 - .0005. The following elements and their corresponding minimum criteria have been
verified by me or other designated technical specialists and are included in the plan as applicable: minimum
separations (buffers); adequate quantity and amount of land for waste utilization (or use of third party);
access or ownership of proper waste application equipment; schedule for timing of applications; application
rates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe
`han the 25 - year, 24 - hour storm.
When checked, see reverse side of form fo BILLY 14 HOUSTON
Name of Technical Specialist (Please Print):_ POPI,I S W CONSER DISTRICT
Affiliation (Agency):_ KENANSVILLE NC 28349
Address (Agency): TELEPHONE [phone]
Signature:. — -
Owner/Manager Agreement
I (we) understand the operation and maintenance procedures established in the approved animal waste
management plan for the farm named above and will implement these procedures. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of Environmental Management
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to surface waters of the state either directly through a man-made conveyance or through
runoff from a storm event less severe that the 25-year, 24-hour storm. The approved plan will be filed at the
farm and at the office of the local Soil and Water Conservation District.
Name of Land Owner (Please Tint): •
Signature: ' ate: �{ -
Name of Manager, if different from owner (Please print):_ _ — --
Signature:_ Date:
Note: A change in land ownership requires notification or a new certification(if the approved plan is changed)to be submitted to the Division of
Environmental Management within 60 days of a title transfer
DEM USE ONLY: ACE#

CONDMONS AND/OR C RTIFICAUON
All statements checked apply to this certification:
The installed irrigation system has not been evaluated concerning nozzle size, spray pattern, spacing, pump size, pipe size,
etc. It is the responsibility of the producer to operate the system with the proper components and to supply the required
maintenance to assure that no runoff occurs. The producer is encouraged to have an irrigation specialist, possibly(lie dealer
where the systam was purchased, prepare an.operation and maintenance plan for the irrigation system so that the produce
knows how to operate the equipment to•nneet the non-discharge requirements.
The waste management plan for this operation is based upon yields higher than what is now recommended by MRCS;
however, these yields are obtainable under high levels of management. This increase in projected yields is necessary since
the NRCS plan prepared for this operation at the time of construction was based upon these higher yields and the producer
follower!MRCS guidelines when building this operation.
Because of limited acres for land application, and because the original NRCS waste utilization plan did not require
additional acres for buffers and irrigation inefficiency, it may be necessary for the producer to operate half sprinklers, on
solid set systems, along field edges and ditches. Also for traveling irrigation systems;a pull directly adjacent to the ditch with
only a 180 degree pumping radius may be needed to irrigate the entire field. Extreme caution should be exercised when
applying waste close to ditches and wetlands to avoid any discharge.
CERTIFICATION FOR EMUNG FEEDLOTS
iNR7 RUCTIONS FOR CERTIFICATION OF APPROVED ANIMAL WASTE MANAGEMENT PLANS FOR EXISTING ANIMAL
MANAGEMENT SYSTEMS SERVING FEEDLOTS
?EQUIREMENTSfPURPOSE
order to be deemed permitted by the Division of Environmental Management(DEM), the owner of any existing animal waste
ninagement system constructed and operational before January 1, 1994 which is designed to serve greater than or equal to the animal
pulatious listed below is required to submit a signed certification form to DEM before January 1, 1998. Pasture operations are exempt
c.m the requirement to be certified.
100 head of cattle
7S horses
250 swine
1,000 sheep
30,000 birds with a liquid waste system
tie certification must be signed by the owner of the feedlot (and manager if different from the owner) and by any technical specialist
ignated by the Soil and Water Conservation Commission pursuant to.15A NCAC 6F .0001-.0005. The technical specialist must verify
:?t all applicable operation and maintenance standards and specifications can be met. Existing systems are not required to meet design
construction standards and specifications.
!hough the actual number of animals on the facility may vary from time to time, the design capacity of the waste handling system should
used to determine if a farm is subject to the certification requirement. For example, if the waste system for a feedlot is designed to
ndle 300 hogs but the average population will be 200 hogs, then the waste management system requires a certification.
is certification is required by regulations governing animal waste'managemeat systems adopted by the Environmental Management
am issioa(EMC) on December 10, 1992 (Title 15A NCAC 2H .021.7)..
RTMCATION FORM
rl verse side of this page is the certification form which must be submitted to DEM before January 1, 1998. Assistance in
,,..,ng the form can be obtained from one of the local agricultural agencies such as the Soil and Water Conservation District, the
",k-Soil Conservation Service, or the N.C.. Cooperative Extension Service. The Completed form should be sent to:
rartment of Envirorunerrt, Health and Natural Resources
ision of Environmental Management
:er Quality Section, Planning Branch
Box 29S3S

N
REGISTRATION =ORM FOR ANIMAL F=EDLOT OPEFATIONS
Department of Environment, Health and Natural Resources
Division of Environmental Management
Water Quality Section
:'f the animal waste management system for your feedlot operation is
designed to serve more than or equal to 100 head of cattle, 75
horses, 250 swine, 1, 000 sheep, or 30, 000 birds that are served by
a licuid waste system, then this form must be f'_lled out and mailed
December 31, 1993 pursuant to 15A NCAC 21.1 . 0217 (c) in order to be
deemed permitted by DEM. Please print clearly.
:arm Name : 1� fV * �N D HIV I -eLS 1=/4-hJ�'1
`".a i l '_nc Address :
County : ) e f'j- i 'iv Phone No ._ .293 l "i
Owner (s) Name : I'LL AlI'e-
ManaQer (s) Name : U' ` t-I- I'ALh) Al
u�`eL.S
' essee Name :
arm Location (Be gas �spec.ific as possible:. road names, direction,
milepost, etc . ) t1 J <l 0 0 L RA1,
NC49 1500 ?.St marr. SvuTMEAST of i107 P402TIeiv6 of lzokv.
latitude/Longitude if known : afeF 23-12-2p-07
Desicn capacity of animal waste management system (Number and type
cf conf'_ned animal (s) 23 00 -eA , _1ii) lSt=S�_
NUKSSRy WEAN To ��ED� .—_
Average animal population on .the farm (Number and type of animal (s)
raised) - 3 , 0 r,c.-
Year Production Began: �> _s ASCS Tract No . : 8366
-'ype of Waste Management System Used: iN 1 : )( ,�„(4 L Fk'r(
:.c_es Available for Land Application of Waste : 1f3 t'1�) 7kccarzt4
Owner(s) Signature (s) cZ Gti v ,
r DATE :
-7.. DATE

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^1 Un,l.e States Sail
1 D*oar rnant at Ccnaarvallon
Agriculture
GP ERATQR: JOHN S J?kn 110U4TOq ,
I
?tease review the attached plan and specifications care!ully. Retain
this plan for your use and records. It is strongly recommended that you,
your contractor, and Soil Conservation Service personnel are in agreement
as �to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site CO explain all flags and mar.kIngs. It is important that everyone
vnderstar,d what is •expec;ea so that final construction meets plans and
specification and the job can be certified for payment (if Cost-sharing
is involved) .
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is- RES?pNS1BLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment lacoon.
The actual amount of material required for pads and dam may vary from the
estimates. The design-.will attempt to balance cuts and fills as close as
Possible. If additional material Is required after construction is complete
on 'the lagoon, the contractor and' cwner will,,negotiate on the price and
location of borrow area.
NOT:: Design Requirement: 1Q'02 cu.ft, •
�.�
estimate of Excavation: cu.ft. - l423,J Y
_cue ds.
Estimate o, pad L Dike: cu.ft. - 322R cu,yds.
1.32 1 ' Ration
Job Class M: 26 dur~y qr{
L'a to
Designed By GHQ,tNG.
BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED TO
Design Approval r CONTACT ULOCO TO ASSURE THAT
Name UNDERGROUND UTILITIES ARE NOT
7 DESTROYED 1-800-632-4949
SCS DOES NOT CERTIFY THAT
EXCAVATION AND FILL
Sod c,,,,.,�,,,,n S.M1,co VOLUMES ARE CORRECT
M of ar1<Vly/y

operator:John & Jean HoustoCounty: Duplin Date: 07/26/94
Distance to nearest residence (other than owner) : 2200.0 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
3200 head (wean to feeder) x 30 lbs. = 96000 lbs
Describe other 0
Total Average Live Weight = 96000 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 96000 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 96000 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
"PW N ER RiFaU955 NO ScUV&C-STORAGE.
Volume = 0.0 cubic feet /,kL176'E Wl" ?,E R-V7&W67D A5 NE512Ei7."
_ TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 160.0
Inside top width (feet)---------------------- 150.0
Top '-of dike elevation (feet)----------------- 44.0
Bottom of lagoon elevation (feet)------------ 31.0
Freeboard ( feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 154.0 144.0 - 12.0
AREA OF TOP
LENGTH * WIDTH =
154.0 144.0 22176 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
82.0 72.0 5904 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
118.0 108.0 50976 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
22176.0 50976.0 5904.0 2.0
Total Designed Volume Available = 158112 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
160.0 150.0 24000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 24000.0 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 = 96000 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 175360 gals. or 23443.9 cubic feet
B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 14000.0 cubic feet
MAR 2 8 2019
'Maur Quality
'Replan,opam iT:�s r i°�

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 15000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 23444 cubic feet
5B. 0 cubic feet
5C. 14000 cubic feet
5D. 15000 cubic feet
TOTAL 52444 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7. 0 inches
25 year - 24 hour rainfall==================> 7.5 inches
Freeboard===================================> 1.0 feet
Side slopes_________________________________> 3. 0 • 1
Inside top length===========================> 160. 0 feet
Inside top width________________________ 150. 0 feet
Top of dike elevation=======================> 44. 0 feet
Bottom of lagoon elevation==================> 31. 0 feet
Total of
volume_______________________> 148444 cu. ft.
Actual design volume========================> 158112 cu. ft.
Seasonal high watertable elevation (SEWT)===> 36.2 feet
Stop pumping elev.__________________________> 40.0 feet
Must be > or = to the SHWT elev.==========> 36.2 feet
Must be > or = to min. req. treatment el.=> 37.0 feet
Required minimum treatment volume===========> 96000 cu. ft.
Volume at stop-pumping elevation============> 99306 cu. ft.
Start pumping elev._________________________> 42.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 143112 cu. ft.
Volume at start pumping elevation===========> 143023 cu. ft.
Required volume to be pumped================> 37444 cu. ft.
Actual volume planned to be pumped==========> 43717 cu. ft.
Min. thickness of soil liner when required==> 1. 9 feet
DESIGNED BY: T`CJtL) APPROVED BY:
�OR116 H b, brfif iNG � 7 P/IDATE: 26 DATE:
SCS DOES NOT CERTIFY THAT
EXCAVATION AND FILL
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN VOLUMES ARE CORRECT
COMMENTS: Al a .S '7-( x

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for: .
( 1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in. each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in -order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of -disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Cate 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 42.3 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 40.0 . This temporary
storage, less 25 yr- 24 hr storm, contains 37444 cubic feet or
` 280080 gallons.

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.

t
UNITED STATES SOIL
DEPARTMENT OF CONSERVATION
AGRICULTURE SERVICE
--------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME AL`
__•_��rL�'o�^------ LOCATION-jO `S13-L�L��b
------------------
_____ _ ------------------
TELEPHONE Aj0-.�aj.=`fgg.�------ SIZE OPERATION g�-E--_
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY
PRODUCER —' Q--FT. CSc.,lcc�
IS SITE WITHIN 100-YEAR FLOOD PLAIN? YES----- NO
If yes, SCS cannot provide assistance.
IS SITE AT LEAST 100 FT. FROM A "BLUE LINE"
PERENNIAL STREAM? YES----- NO----
If.. no, site most be reloca ed.
IS SITE WITHIN1 MILE ZONING!JURISDICTION
OF A MUNICIPALITY?
YES----- NO'�--
If yes, landowner should consult with local zoning board
about required permits. Permits must be obtained prior
to design approval.
Are utilities in construction area? YES----- NO`�-
If yes, see 'Part 503 of the National Engineering Manual
and follow policy.
(Copies of maps or other reference materials may be
attached to site evaluation. )
Page 1

1
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY
NON-CROPLAND? YES----- NO
If yes, producer must complete a Form AD-102fi.
WILL ACTION RESULT IN SWAMPBUSTING? YES---- NO----
IF WETLANDS ARE INVOLVED; IT , IS THE RESPONSIBILITY OF THE
PRODUCER TO CONTACT THE US ARMY CORP OF ENGINEERS AND THE
DIVISION OF ENVIRONMENTAL MANAGEMENT TO DETERMINE IF
ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE
ALTERED UNTIL PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS,
US ARMY CORP -OF ENGINEERS AND NC DIVISION OF ENVIRONMENTAL
MANAGEMENT.
(A copy of AD-1026 and CPA-026 should be attached to
site evaluation. )
OTHER ENVIRONMENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECIES HABITAT
PRESENT? YES---- NO----
IS A DESIGNATED NATURAL SCENIC AREA INCLUDED IN THE
PLANNING AREA OR WILL PLANNED ACTIONS IMPACT ON AN
ADJACENT NATURAL SCENIC AREA? YES---- NO----
IS AN ARCHAEOLOGICAL OR HISTORICAL SITE LOCATED IN THE
,r
PLANNED AREA? YES---- NO ARE THERE PRIME, UNIQUE, STATE OR LOCALLY IMP?l
FARMLANDS IN THE OPERATING UNIT?O.A,A-$l1h,C- YES---- NO----
WILL' THE ACTION RESULT IN SODBUSTING? YES---- NO----
if yes to any ofr` these quest ohs, refer to form NC-CPA-16
for .policy sources. The form Id
ges not need to be
completed.
ODOR CONTROL
HAS ODOR CONTROL BEEN DISCUSSED WITH PRODUCERL,�.. . . . . . . .
. . . . . . . .PREDOMINANT WIND DIRECTION? YES---- NO----
. . . . . . . . POSSIBLE EXPANSION OF TREATMENT
VOLUME" FROM 1 CU.FT. UPWARDS TO
3 CU. FT. /LB. OF ANIMAL? YES---- NO----.
. . . . . . . .PRECHARGING LAGOON WITH FRESH
WATER TO AT LEAST 1/2 OF THE
CAPACITY? YES---- NO----
. . . . . . . .USING GOOD SOUND JUDGMENT IN
LAND APPLICATION OF WASTE? YES-✓ NO----
Page 2

i
WASTE MANAGEMENT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND
APPLY WASTE? YES---- NO----
IF NO, DOES PRODUCER HAVE ACCESS TO
MORE LAND? YES---- NO-
IF LAND IS NOT OWNED BY PRODUCER,
CAN PRODUCER GET AGREEMENT ON LAND
ON WHICH TO APPLY WASTE? YES---- NO----
(Attach Waste Utilization Plan to site evaluation. )
SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION
SHEET ATTACHED '
IS SOIL SUITABLE FOR LAGOON? YES-f-- NO------
IS A CLAY LINER REQUIRED? YES------ NO------
IF YES, IS CLAY AVAILABLE ONSITE? YES----- NO------
QUESTIONABLE--✓---
IS A CORE TRENCH REQUIRED? YES------ NO------
(Attach soil investigation sheet to site evaluation. )
SITE APPROVED YES----- NO------ CONDITIONAL`��----
COMMENTS-----
��s.�._N-�11-�.y���=° b� 1►„� i�.-►�-�, . �S�o_x_D Wit_ of_�on��d
-�-�---------'------------------------------------------
THIS SITE INVESTIGATION IS VALID AS LONG AS THE DESIGN AND
CONSTRUCTION OF LAGOON CONTINUES IN REASONABLE TIME '
PERIOD. UNDUE DELAYS OR HESITANCY IN CONSTRUCTION MAY
REQUIRE THAT SITE EVALUATION BE INVALIDATED.
SIGNATURE= -
Page 3

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SOS-FNG-5311:.. U.5:DEPARTMENT OF AGRICULTURE'
Rev. 5-70 SOIL CONSERVATION SERVICE
- S01L INVESTIGATION TO-DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME H.0 k.1 1 e DISTRICT
DATE — —9 COUNTY O IF n
S.-C.S. PHOTO SKEET NO. WORK NTr D-
U —
WATERSHED AREA MEASUREMEM'S. "
CROPLAND ACRES'PASTURE:. '_ '-ACRES
WOODLAND ACRES TOTAL "ACRES POND CLASS' =WORK UNIT CONSERVATIONIST
--- - SKETCH OF PROPOSED POND SHOWING WHERE BORINGS.WERE•-MADE:.(Approz scale 1.= = feet)
Locate reference point on center line of dam and Identify on sketch.
1 .
,0*A !
SHOW BORING NUMBER AND PROFILE
DEPTH Make and list dam-site and spillway borings first•then ponded area and borrow pit borings.separate with vertical rod line.
(Continued on back where necessary) Show water table elevations on dam-site borings.
• SCALE 1 2 ' 3 4 6 7 8 9 10• 11 12 13 14 15 16 17 18 19 20 21 22 23
• —1 /p1
- G
-� sc
5- O M
Sc M c
- c
;SG
FBORINGS MADE BY U �•1 SIGNATURE &

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 1.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
90. 0 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0. 0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
12.0 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 I 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:
1500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
3.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
150. 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.

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

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Total Volumes by Project
(combined volumes for each drawing)
Project: John John & Jean Houston
Drawing: Drawing 1
Number: GHF080
Location: Duplin Co. NCSR 1900
Bid Date:
Engineer: G. Pettus
Owner: J & J Houston
Estimator:
Prepared by:by: GOLDSBORO HOG FARM using SITEWORK
Date: 07/26/94 Time: 15:40:02
Drawing: Drawing 1
Grid cell size: 2.39 by 2.39 Original drawing scale: 100.00 ft/in
I CUT , FILL ExCUTded I
ExFILL
-------------------- ed
--------_-----------------------------------
alanced 4233 781 3229. 02I 4233.781 4036.28
Existing ! ( 0. 00%) ( 25.00%)
-------------------------------'-------_-- ----------
Net: ( 1004.751 197.491
Project: -------------------------------------------------
John & Jean Houston
ICUT , FILL ` ExCUTded I Expanded
--- ---------
- Project Totals: 4233 78I 3229.021 4233.78 4036. 28
Average Shrink/Swell Percent ( 0. 00%) � ( 25.00%)
-------------------------------------------
Project Net: 1004.751 1 197.491

Site Balance Report
Grid cell size: 2.39 by 2.39
Original drawing scale: 100.00 ft/in
Project: John & Jean Houston
Drawing: Drawing 1
Number: GHF080
Location: Duplin Co. NCSR 1900
Bid Date:
Engineer: G. Pettus
Owner: J & J Houston
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 07/26/94 Time: 15:37:47
Final surface: Balanced
Initial surface: Existing
'here are no "Balanced" structures.
Fill shrink/swell percent: 25.00 Cut shrink/swell percent: 0.00
Lalancing to 0.0 t/- 10.0 cubic yards
delta Cut Fill Cut - Fill
0.000 4233.78 4036.28 197.49
0.068 4136.57 4161.65 -25.08
0.061 4147.43 4147.45 -0.02
Raise "Balanced" by 0.061 feet.

Orientation: -245.0 2 Magnification: 8.9 Inclination: 20.0
11�1¢4G�• �ke� (� 1 fl71 T'TITj 7R
46.00 ' t�Q�tt�i+�+1 �y '.�V F .-, „"I
ki fr s
fTIT
44.00 ' I + r I rn
Iff
y7
42.00 .
I +
40.00 ' rrrT717Tli r r�T7TT �
7 :
� T71T
38.00 ' Wylir
r + I34.00
•`.� r r, I I r j •• ..
00
30.00 '
Upper Right 3D Mesh Surface
3D Mesh Surface
Balanced
Protect: John & Jean Houston
Drawing: Drawing 1
Number: OHF080
Location: Duplin Co. NCSR 1900
Bid Date:
Engineer: G. Pettus
Owner: J & J Houston
Estimator:
Prepared by: GOLDSBORO 11-- FARM using SITE WORK
Date: 07/26/94 15:33:11

ISM
I4 00
4 42.00
43.00
43.00
I42.00
4 .00
I 41.00
4 �Fa----------------- ------ - f4 ""T
AFRV
` �C
43.$ 38.00
37.00
42;0,
36.00
35.00
35.00
36.00
40.
---- ------------ ------ --------------------
36.30
Report: Plan View Cross—section Locations
Protect: John & Joan Houston
Drawing: Drawing 1
Surface: Balanced
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 07/26/94 Time: 15:42:A"
0 70 140 Scale: 70 ftiin

...r V as-•7CL L l uI l I•l O L S
Digitized Points
Horiz. scale: 50 ft/in Vert. scale: 3 -Ft/in
Protect: John & Jean Houston
Drawing: Drawing 1
Number: GHF080
Location: Duplin Co. NCSR 1900
Bid Date:
Engineer: G. Pettus
Owner: J & J Houston
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 07/26/94 Time: 15:45:02
46.8 A - A'
------------- -s
�.......................
...................................................................................................................................
45.3
43.8 .....................................................................,, .......... ........:�...... .:j; .............................................. .................
42.3 ....................................................................... ....... ......... ................................................................ .. .......;. ...............
40.8 ...............................................................Ex is i n9........................... '
...........:.. ............
39.3 ........................................................................... • '................................t...............................................................................4...........
37.8 .........................................................................
..................................................... ...............................
36.3 ...........................................................................
..........:.................................................. .:..................................
Balapced
i
34.8 ...............................................................................................................
33.3 ......................................
31.8 ................................................................. ......... i
.............................. .:......... .............. .......................................
----- -------------------------
30.3 398.7

Cross-Section Plots
Digitized Points
Horiz. scale: 50 ftiin Vert. scale: 3 ftiin
Protect: John & Jean. Houston
Drawing: Drawing 1
Number: GHF080
Location: Duplin Co. NCSR 1900
Bid Date:
F�ngineer: G. Pettus
wner.: J & J Houston
Estimator:
Prepared by: GOLDSBORO HOG FARM usingy SITEWORK
Date: 07/26/94 Time: 15:48:55
45.7 B - B'
44.2 ....................................................... ...........................................................
...... ,.............
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39.7 ................................................................. ......
......................................................
---- ;
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36.7 ..................................................................... ........................................... :.... ..................................................
35.2 ....................................................................... . .... r
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Balanced
i
33.7 ::..................................... ..................................................................................
32.2 ..................................................................... %
................................................................................
30.7 ... ...................... ................................................................................................
29.7 217.0

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U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR
Landowner join `a,• County
Community or Group No. r)-2 Conservation Plan No.
Estimated Depth of Water to Top of Dam Jj, _Ft, Length of Flood Pool Ft.
Date of Field Hazard Investigation r IT
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
• Est. Elev. . st. E evation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use ; Improvements Above :Floodwater Above
Flood Plain: Flood Plain
. Ft. Ft. . . . Ft. Ft.
1
2 ,
3
Describe potential for loss of life and damage to existing or -probable future downstream
improvements from a sudden breach of
Hazard Classification of Dam a b, c) (see NEM-Part 520.21)
LG
Classification (I , 0 III , IV, u)
BY ►')r Date r-7 -q
nam " title
Concurred BY �-�. Date j �
n me title .. .
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

State of North Carolina
Department of Environment,
Health and Natural Resources { 0
Division of Water Quality
James B. Hunt, Jr., Governor 2 N ["*NJ F1
a lk
Wayne McDevitt, Secretary
A. Preston Howard, Jr.,P.E., Director
September 3, 1997
Mr.George Pettus
Maxwell Foods,Inc.
P.O.Box 10009
Goldsboro,NC 27532
Subject: Change of Ownership
Facility Number 31-212
Duplin County
Dear Mr.Pettus,
We were recently notified of your purchase of the Princeton Daniels Farm,previously owned by Mr.William P.
Daniels in Duplin County. The Division of Water Quality(DWQ)has assigned this farm facility number 31-212
which you will find on the attached sheets. Please reference this facility number on all correspondence with DWQ
that is in reference to this farm. Please complete the attached Notification of Change of Ownership form to the best
of your ability so that we may update our records. If this farm is no longer being operated for swine,please
complete the attached form and attach a note that the farm is no longer operated and that you would like the
farm to be removed from our Animal Operations List.
You are also required to designate a certified operator in charge for this facility. Please use the enclosed form to
designate the operator in charge for this facility.All facilities were required to designate an operator in charge by
January 1, 1997.To obtain certification,you will be required to complete ten hours of training and pass an
examination by December 31, 1997. A training and certification program for operators of animal waste
management systems is available.Please contact your local county agency for training dates and times.As the
owner of an animal operation with an animal waste management system,you must designate an Operator in Charge
and must submit the enclosed designation form to the WPCSOCC. If you do not intend to operate your animal
waste management system yourself,you must designate an employee or engage a contract operator to be the
Operator in Charge. The person designated as the Operator in Charge, whether you or another person, must
complete the enclosed application form.
If you have any questions regarding waste management regulations for animal operations please contact the Duplin
County S&WCD at 910-296-2120 or you may contact me at 919-733-5083 ext.532. Thank you for your assistance.
Sincerely,
Katharine Keaton
cc: Duplin Co. SWCD
P.O.Box 277
Kenansville,NC 28349
Facility File
P.O. Box 29535,Raleigh,North Carolina 27626-0535 Telephone [phone] Fax [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10%v post-consumer paper

Notification of Change of Ownership
Animal Waste Management Facility
(Please type or print all information that does not require a signature)
In accordance with the requirements of 15A NCAC 2H .0217(a)(1)(H)(xii) this form is official notification to the Division
of Water Quality (DWQ) of the transfer of ownership of an Animal Waste Management Facility. This form must be
submitted to DELI no later than 60 days following the transfer of ownership.
General Information: YRrrVivuS PANitrlS inn
Name of Farm: NGvu N n-M u: 14OV4To4-4- $ 3a4 Facility No: , 1 a
Previous Owner(s)Name: Pr;INcST014 yA-NiELs ^ ,Phone No: _
New Owner(s)Name: A AAx we w_ Fv6'D5, INC— Phone No: 1R(g-778.3 t 30 _
Mailing Address: Ro. WaA f000g GoVD550KO, NC 2753z y
Farm Location: Latitude and Longitude: 34" 5C 45" / '!S' oo' 50" County: b14-P41N
Please attach a copy of a county road map with location identified and describe below(Be specific: road names, directions,
milepost, etc.): N65,g 1 q00 Z.5± Mit.65 50uTN EAST oj:� NG51z t1D7, Nyit7H eMC- Of 7-oA-D
Operation Description:
Type of Swine No. of Animals Type of Poultry No. of Animals Tjpe of Cattle No. of Animals
&Wean to Feeder 3200 ❑Layer ❑ Dairy
❑ Feeder to Finish ❑ Pullets ❑ Beef
❑Farrow to Wean
❑Farrow to Feeder
❑Farrow to Finish Other Type of'Livestock:_T__ _ Number of Animals:___
❑ Gilts
❑ Boars
Acreage Available for Application: 16.tb Required Acreage:_ _13.0
Number of Lagoons/Storage Ponds: 1 Total Capacity: 160 6 41+ Cubic Feet(ft')
Owner/\Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation
and maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of Water
Quality (DWQ) before the new animals are stocked. I (we) understand that there must be no discharge of animal waste
from the storage or application system to surface waters of the state either directly through a man-made conveyance or from
a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized-using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be Filed at.the farm and at the
office of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a
technical specialist and submitted to the Soil and Water Conservation District prior to implementation. A change in land
ownership requires written notification to DWQ or a new certification(if the approved plan is changed) within 60 days of a
title transfer.
Name of New Land Owner : fKAKWEl-L FDOt?S INC .
Signature: C V• w-m-r Date: 1656Qrr4-i
Name of titanager(i diffe. nt from owner): —
Signature:_ Date:
Please sign and return this form to: N. C.Division of Water Quality
Compliance Group
PO Box 2953S
Raleigh,NC 27626-OS35
August 19, 1997

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2 3 Acreage cleared
and available for
system}: �p(.� application
(excluding
Number flame 9u�red Acrea all required
Storage
tor ge(as listedbuffers and
2.5 Are subsurface age Ponds in the areas not
drains (circle which
AWMP): covered by the a
Present within 100'of his applicable); Z� 21'(SAc(z� PPlicati
2'6 Are subsurface drains Present in
2'� Does this facie the Vic' any of the application fields?
h meet all a mity or under the la YES
applicable sit' goon(s)? o
siting requuements� YE ND (please circle
(Swine Farm Siting '� or
at was the date that
What was this facility's g Act,NRC O (please circle c
ty's swine S Standards,
the date that this houses and lag CS
etc.)(Swine Only
3. facility�s land a lagoon were
application
areas
re sited? 11 3D_R2 °r N4 (please
Pleasp;UdftD ITEM circle on
as were sited? �N,�
item, that you have�EC IST
mc[udedthe � ~-�-
3.1 One com required items b
Waste Op r teonsnd s�gnedoriginal Y sig o our ' --'---�
�nuig Y initials in the space
' and one copy of the a
3'2 Two copies of g pplicatio Provided next to each
Field locations where
loc ma n for General pe
Ora
ani cation rmit A
3 3 Two nal waste i P indicating the loc Anunal 7icants I
nitials
does copies of the entire and applied; ation of the animal
not
have A Certified waste facilities and
application for an WMP, it must be cunal Waste Manag
The CA anal waste seine
3.3 u'MP must include
prior to nt Plan (CA
1 The n—,at. the follow submittal of g -
Nitro Waste Utiliaatio a aenp) if the facility
n Pla ing com Permit
3.3.2 The methoPAN)produced (V ')mus ponents:
3.3. injection etc.)b h and utilized Include the a
Y whic waste's b. t mount
3 3 4 A map of every �s applied t the dfs cility. or plant Available
3 j. The soil serie field used for la Posa/f1elds
Thecro Presenton eve ndapplication. (e.g.
irrigation,
3.7 The Reallsg�grow "Very
0 eVery land a and application field.
3.3.8 The PAN applied to Expectation Vication Feld.
The waste
3 3.9 The required plication very land application for every crop sho 10 tq windows field wn in the WUP 3 3.11 A site schematic RCS Standard for every crop
3.j Emergent specifications. P utilized in the
12 Insect Con Action Plan WUP.
3.3'14 Odor Control tr
Checklist wI chosen 3 1S LaO1rtaliry trojec list with chose bestmana
go' Storag heck]st With_ n best mans Bement practice
sure to include ep°nd capaci the selected gementpracticess noted•
3 3 that Include any site evalaato°cementation dethod noted. noted.
Ifyou�OPeratIO nd Ajainle taocep Facility and de errninations,ortions,etc.}. Plea
n a Mainten
additionalAWM includes an hazard classic se be
ations
components with your ubminal not shown on this list ( "
p ease include the
AW O-G`E 5/28
/9
8
Page 2 of 4
3I-2I2

Facility Number:31 -212
Facility Name: Houston 1-4
4. APPLICANT'S CERTIFICATION:
I, MAAWEt-I. !%OOHS ► e, (Land Owner's name listed in question 1.2),attest that
this application for 1401tS1-4,N t-µ _(Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included,this application
package will be retur ed to me as incomplete.
Signature ,L«� EN✓iryonlNn y�q MA-wk6vx4"T Date _bt MA�utd q�j
5. MANAGER 'RTIFICATION: (complete only if different from the Land Owner)
(Manager's name listed in question 1.6),attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete tc the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included,this application
package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE,INCLUDING ALL SUPPORTING-INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON-DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 31 -212

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead Swine production jO Vegetative or wooded buffers;
0 Recommended best management practices;
0 Good judgment and common sense
Animal body surfaces • Dirty manure-covered animals N Dry floors
Floor surfaces • Wet manure-covered floors 0 Slotted floors;
lO Waterers located over slotted floors;
0 Feeders at high end of solid floors;
Cl Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits • Urine; O Frequent manure removal,by flush,pit recharge,
• Partial microbial decomposition or scrape;
0 Underfloor ventilation
Ventilation exhaust fans • Volatile gases; 0 Fan maintenance;
Dust M Efficient air movement T
Indoor surfaces • Dust A Wasltdown between groups of animals;
® Feed additives;
0 Feeder covers;
® Feed delivery downspout extenders to feeder
Flush tanks • Agitation of recycled lagoon CI Flush tank covers;
liquid while tanks are filling 0 Extend GII lines to near bottom of tanks with
anti-siphon vents
Flush alleys Agitation during wastewater O Underfloor flush-with underfloor ventilation
conveyance -
Pit recharge points • Agitation of recycled lagoon 0 Extend recharge lines to near bottom of pits
liquid while pits are filling with anti-siphon vents
Lift stations Agitation during sump tank 0 Sump tank covers
filling and drawdown �--
Outside drain collection • Agitation during wastewater 0 Box covers
or junction boxes conveyance

Source Cause BNPs to Minimize Oddr Site Specific Practices
End of drainpipes at • Agitation during wastewater 9 Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; 0 Proper lagoon liquid capacity;
• Biological mixing; ff Correct lagoon startup procedures;
Agitation a Minimum surface area-to-volume ratio;
0 Minimum agitation when.pumping;
❑ Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler • High pressure agitation; M Irrigate on dry days with little or no wind;
nozzles . Wind drift 9 Minimum recommended operating pressure;
® Pump intake near lagoon liquid surface;
Cl Pump from second-stage lagoon
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading;
surface .' Mixing while filling; ❑ Tank covers;
• Agitation when emptying ❑ Basin surface mats of solids;
O Proven biological additives or oxidants
Settling basin surface 0 Partial microbial decomposition; O Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
• Agitation when emptying O Remove settled solids regularly
Manure,slurry or sludge • Agitation when spreading; ❑ Soil injection of slurry%sludges;
spreader outlets . Volatile gas emissions O Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered manure, a Volatile gas emissions while O Soil injection of slurry/sludges
slurry or sludge on field drying ❑ Soil incorporation within 48 hrs.;
surfaces ❑ Spread in thin uniform layers for rapid drying;
O Proven biological additives or oxidants
Dead animals • Carcass decomposition Proper disposition of carcasses
Dead animal disposal + Carcass decomposition ❑ Complete covering of carcasses in burial pits;
pits ❑ Proper location/construction of disposal pits
Incinerators 0 Incomplete combustion 0 Secondary stack burners

Source � Cause BM.Ps to Minimize Odor Site Specific Practices
Standing water around • Improper drainage; IN Grade and landscape such that water drains
facilities • Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads 19 Farm access road maintenance
public roads from farm
access
Additional Information: Available From
Swine Manure Management; 0200 Rule[BMP Packet T NCSU,County Extension Center
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment; EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;.EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program ; NPPC Manual NC Pork Producers Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source
Cause BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids O Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
0 Remove bridging of accumulated solids at
discharge
M Maintain lagoons,settling basins and pits where
Lagoons and Pits Crusted Solids
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than b-
8 inches over more than 30%of surface.
Excessive Vegetative • Decaying vegetation 1W Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage O Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the
accumulation of decaying wastage'
•9 Clean up spillage on a routine basis(e.g.,7- I0
day interval during summer; 15-30 day interval
during winter). �• _
Feed Storage • Accumulations of feed residucs O Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment(e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
0 Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

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

Insect Control Checklist for Animal Operations
Source Cause — -- —
__ _ BMPs to Control Insects _ Site S ecific PA actives
Flush utters - Liquid S stems
g Accumulation of solids ® Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
® Remove bridging of accumulated solids at
discharge
Lagoons and pits ® Crusted solids ® Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Excessive vegetative ® Decaying vegetation ® Maintain vegetative control along banks of ---
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
�A• S�steAAAs
Feeders Feed spillage ® Design, operate, and maintain feed systems - -- - — -
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
® Clean up spillage on a routine basis (e.g.,7- to 10-
day interval during summer; IS-to 30-day interval
during winter)
AMIC- November 11, 1996,page 1

Insect Control Checklist for Animal Operations
Source Canso Jg1VIPs to C®ntr®I insects Feed storage Accumulations of feed ® Reduce moisture accumulation within and around Site S eci c Practices
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
® Inspect for and remove or break up accumulated
solids in filter stri )s around feed storage as needed
Animal holding areas Accumulations of animal © Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
® Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e., inspect for and remove or break up
accumulated solids as needed)
Dry manure handling Accumulations of animal ® Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
® Provide for adequate drainage around manure
stockpiles
® Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handlin areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology,Box 7613,North Carolina State University,Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

EMERGENCY ACTION PLAN
PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management System(EMS)
Soil and Water Conservation District (SWCD)
Natural Resources Conservation Service (MRCS) _
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site.You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be posted in an accessible,location for all employees at
the facility.The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible.
Suggested responses to some possible problems are listed below.
a. Lagoon overflow-possible solutions are:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field-actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all Ieaks prior to restarting pumps.
1 November 23, 2016

d. Leakage from flush systems, houses, solid separators-action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house,flush systems, or solid separators.
5) Repair all leaks prior to restarting pumps.
e. Leakage from base or sidewall of lagoon.Often this is seepage as opposed to flowing
leaks-possible action:
1) Dig a small sump or ditch away from the embankment to catch all seepage,put in
a submersible pump, and pump back to lagoon.
2) If holes are caused by burrowing animals,trap or remove animals and fill holes
and compact with a clay type soil.
3) Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury,fish kills,or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
t. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWR regional office,phone number:
.After hours, emergency number: 1.-800-858-0368.Your phone call should
include: your name,facility,telephone number,the details of the incident from item 2
above, the exact location of the facility,the location or direction of movement of the
spill, weather and wind conditions.The corrective measures that have been under
taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS,phone number:
. Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension,phone number:
2 November 23,2016

2) Iocal SWCD office, phone number:
3) local MRCS office,phone number:
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage,
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer,
etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWR and technical assistance agencies to rectify
the damage,repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
3 November 23,2016

For F 1��Iz /j /7
EMER CY ACT- ION PLAN
PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management System (EMS)
Soil and Water Conservation District (SWCD)
Natural Resources Conservation Service (NRCS)
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be posted in an accessible location for all employees at
the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
a. Lagoon overflow-possible solutions are:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field-actions include:
1 ) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers-action include:
1 ) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
I November 23, 2016
w