310031_Permit Renewal Application 2019_20190410

20
State of North Carolina
mAR 2 8 2019 Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee,
1. Farm Number: 31-0031 Certificate Of Coverage Number: AWS310031
2. Facility Name: Rose Brothers Farm
3. Landowner's Name(same as on the Waste Management Plan): E&L Properties of Dudley NC LLC
4. Landowner's Mailing Address: 730 Emmaus Church Rd
4 ity: Dudley State: NC Zip: 28333
Telephone Number: 919-222-8080 Ext. E-mail:
5. Facility's Physical Address: 877 Garner Chapel Rd
City: Mount Olive State: NC Zip: 28365
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):
9. Integrator's Name(if there is not an Integrator,write"None'): Maxwell Foods LLC
10. Operator Name(OIC): Cecil R.Rose Phone No.: 919-738-6562 OIC#: 19973
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 Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poulin
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
#1 5/10/1994
#2 5/10/1994 7
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed bi the owner and a certified technical specialist containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
S. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: _ f� N. t' `` Title:
Signature: _ ��_ Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: _ Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

SrATE
ROY COOPER r
Governor
MICHAEL S.REGAN ;/
secretory
LINDA CULPEPPER NORTH CAROLINA
Director Environmental Quality
February 27,2019
E&L Properties of Dudley NC LLC
Rose Brothers Farm
730 Emmaus Church Rd
Dudley,NC 28333
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
Your facility is currently approved for operation under one of the Animal Waste Operation State Non-Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non-Discharge General Permits are available
at https://dW.nc.gov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
In order to assure your continued coverage under the State Non-Discharge General Permits, you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently_Covered by an
Expiring State Non-Discharge General Permit." The a lication_form must be completed. signed and returned b,, April 3, 2019,
Please note that you must include one 1 co ■ of the Certified Animal Waste Management Plan (CAWMPI with the
completed and signed application form. A list of items included in the CAWNi V can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to$25,000 per day.
If you have any questions about the State Non-Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Sincerely,
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Wilmimgon Regional Office,Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files-AWS310031
Maxwell Foods LLC
North Carolina Department of Environmental Quality I Division of Water Resources
512 N_Salsbury St.I MG Mail Service Center I 1191e4h,North Carolina 2769941636
919.707 9WO

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
D Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEG under GS 15A NCAC
13B .0200.
YF I
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEG.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
a ❑ Any method which, in the professional opinioniof the State Veterinarian, would.make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
w.s,,,�,aauar Yaw'urr r..ya.n..as v, ,ci,nro ivrcrau Yy,all IYI-LJLJ F/Cllllll. TIIwse purls are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must beAone in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature..of-Farm Manager Date
Lz 2 // 9
Signature of echnical Specia t _ Dat

4ASTE UTILIZATION PLAID
Goldsboro Hog Farms, Inc.
Wednesday,August 16, 2017 Updated. 411112018
Producer: `E&L Properties of Dudley,NC,LLC.
Farm Name : Rose Brothers
730 Emmaus Church Road
Dudley,NC 28333
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 crop to be grown,
soil type and suface application.
TABLE 1 :ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE&CLASS- CROP YIELD LBS COMM A RES LBS AW APPLIC.
DETERMINING PHASE CODE N/ACRE N/ACRE USED TIME
72207 A AUTRYVILLE ALL BH 1 5.51 275 01 2.43 668 MAR-SEPT
72207 A AUTRYVILLE ALL SG 11 501 01 2.43 122 SEP-APR
72207 B AUTRYVILLE ALL BH 5.51 275 01 2.6 715 MAR-SEPT
72207 B AUTRYVILLE ALL SG 1 50 01 2.6I 1301 SEP-APR
72207 c AUTRYVILLE ALL BH 5.5 275 0 1.56 4291 MAR-SEPT
72207 C AUTRYVILLE ALL SG 9 50 0 1.56 78 SEP-APR
72207 D AUTRYVILLE ALL BH 5.5 275 0 1.56 429 MAR-SEPT
72207 D AUTRYVILLE ALL 1 SG 1 50 01 1.56 78 SEP-APR
3608 E AUTRYVILLE ALL BH 5.5 2751 0 2.47 679 MAR-SEPT
3608 E AUTRYVILLE ALL SG 1 50 0 2.47 124 SEP-APR
3608 F AUTRYVILLE ALL BH 5.5 275 0 2.51 690 MAR-SEPT
3608 F AUTRYVILLE ALL SG 1 50 01 2.51 126 SEP-APR
3608 G AUTRYVILLE ALL BH 5.5 275 0 2.96 814 MAR-SEPT
3608 G AUTRYVILLE ALL SG 1 50 01 2.96 148 SEP-APR
TOTALS: 5229.25
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2

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

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 16.09 5,229
TOTALS: 16.091 5,229
AMOUNT OF N PRODUCED: 3,072
'BALANCE -2,157
*** 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 1.58 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)
3608 -E,-F,--G AUTRYVILLE ALL SG 0.60 *1
3608 E,F,G AUTRYVILLE ALL BH 0.60 *1
72207 --A,-B,-c,D AUTRYVILLE ALL SG 0.60 *1
72207 A B,C,D AUTRYVILLE ALL 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 WUP was amended in the month of August due to the growers adding additional land to
this WUP and removing pulls. Fields 1,2,3,and 4 pulls 1 thru 16 were removed and New Pulls
A,B,C,D,E,F, and G were added. Additional land was cleared with a non-wetland
Determination was approved with Field 7 Tract 72207. All new pulls will be sprigged with
coastal bermuda hay and overseeded. A new wettable determination was approved by Jim
Lynch(Certified Irrigation Designer) all all information was sent to Raleigh.
This WUP was amended to reflect on 4/11/18 to reflect the purchase of farm by Shawn
Mitchell. All information was provided by Grower and from last updated WUP
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 MRCS 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: Rose Brothers
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 FACILI 14M E & L Properties of Dudley, NC, LLC.
SIGNATUR DATE: ��i
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] /
SIGNATURE: ' ►`- O DATE:
Page 9

�f D`/k United S.
Department of Agriculture Duplin County, North Carolina Farm 1718
r i'i'� - Tract 72207
�U Y
y� I 2017 Program Year
R�>r 7 T'1 .
i ,:'', l CLU Acres HEL Crop
°W ''
4.98 NHEL
2 13.62 NHEL
' 4 18.95 UHEL IqC;
6 3.78 UHEL IdC
r 7 7.0 NHEL
6.04 NHEL
1.2 0.8 NHEL
13 21.05 UHEL I NC
t f; ,K ' Page Cropland Total: 31.44 acres
R.
••�� /r^.�]
NRDY
91785
f �¢ Map Created July 21,201.7
Base Image Layer flown in 2016
Common Land Unit
•• f ° �� Cropland
..•r, _ _ /�Non-Cropland
Tract Boundary
i
Wetland Determination Identifiers
N ' Y' Restricted Use
wE 0 Limited Restrictions
i' "ti ',,,• Exempt from Conservation
e --- Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not iopmsent a legal survey or rellect actual ownership;rather it depicts tho Inrormallon provided directly from the producer and/or the NAIP Imagery. The producer
accepts the data'as is'and assumes all risks associated with its use.The USDA Farm Service Agency assumes no responslttlliky for actual or consequential damage incurred ae a result of any user's reliance an this data outside FSA Programs.
Wetland Identifiers do not represent the size,shape,or specific determination al the area. Refer io your orlginaldalarminallon(CPA-029 and silached maps)for exact boundede,3s and It
or contact NRCS.

WASTE UTILIZATION PLAN
Goldsboro Nog Farms, Inc.
Wednesday,August 16,2017 Updated. 411112018
r�
Producer: E&L Properties of Dudley,NC,LLC.
Farm Name : Rose Brothers
730 Emmaus Church Road
Dudley,NC 28333
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/pigslyear= 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 crop to be grown,
soil type and suface application.
TABLE 1 : ACRES OWNED BY PRODUCER
T Al ZT-ELD SOIL'TYPE&CLASS- CROP YIELD LBS AW COMM ACRES LBS AW APPO-C.
DETERMINING PHASE CODE N/ACRE N/ACRE USED TIME
72207 A JAUTRYVILLE ALL BH 5.51 275 0 2.43 6681 MAR-SEPT
72207 A AUTRYVILLE ALL SG 11 50 0 2.43 122 SEP-APR
207 B AUTRYVILLE ALL I BH 5.5 275 D 2.6 715 MAR-SEPT
72
72207 B AUTRYVILLE ALL SG 1 1 50 0 2.6 13011 SEP-APR
72207 C JAUTRYVILLE ALL BH 1 5.5 275 0 1.56 4291 MAR-SEPT
72207 C AUTRYVILLE ALL SG 11 501 01 1.56 78 SEP-APR
72207 D AUTRYVILLE ALL BH 5.51 2751 01 1.56 429 MAR-SEPT
72207 D AUTRYVILLE ALL SG 11 50 0 1.56 78 SEP-APR
3608 E AUTRYVILLE ALL BH 5.5 275 0 2.47 679 MAR-SEPT
3608 E AUTRYVILLE ALL SG 1 50 0 2.47 124 SEP-APR
3608 F AUTRYVILLE ALL BH 5.5 275 0 2.51 690 MAR-SEPT
( 3608 F AUTRYVILLE ALL SG 1 50 0 2.51 126 SEP-APR
3608 G AUTRYVILLE ALL BH 5.5 275 01 2.96 814 MAR-SEPT
3608 G AUTRYVILLE ALL SG 11 501 01 2.96 148 SEP-APR
TOTALS: 5229.25
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2

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

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 16.091 51229
TOTALS: 16.091 5,229
AMOUNT OF N PRODUCED: 3,072
***BALANCE -2,157
*** 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 1.58 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)
3608 -E,-F,-G AUTRYVILLE ALL SG 0.60 *1
3608 EFG AUTRYVILLE ALL BH 0.60 *1
72207 --A,--B,--C,-D AUTRYVILLE ALL SG 0.60 *1
72207 A,B,C,D AUTRYVILLE ALL 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 WUP was amended in the month of August due to the growers adding additional land to
this WUP and removing pulls. Fields 1,2,3,and 4 pulls 1 thru 16 were removed and New Pulls
A,B,C,D,E,F, and G were added. Additional land was cleared with a non-wetland
Determination was approved with Field 7 Tract 72207. All new pulls will be sprigged with
coastal bermuda hay and overseeded. A new wettable determination was approved by Jim
Lynch(Certified Irrigation Designer) all all information was sent to Raleigh.
This WUP was amended to reflect on 4/11/18 to reflect the purchase of farm by Shawn
Mitchell. All information was provided by Grower and from last updated WUP
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: Rose Brothers
OWNER I 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 E & L Properties of Dudley, NC, LLC.
SIGNATUR -- ��- DATE:
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
(919) 736-9 6
SIGNATURE: DATE:
Page 9

JSDA United Sr t
am^ Agriculture Duplln County, North Carolina Farm 1.718\
Tract 72207
} 2017 Program Year
CLU Acres HEL Crop
2 13.62 NHEL
�I 4 18.95 UHEL NC
6 3.78 UHEL NC
f }, 7 7.0 NHEL
�•: a 'Fl 11 5.04 NHEL
1'2 0.8 NHEL'
tit f..�i. W. 1 13 21.05 UHEL I NC
Page Cropland Total: 31.44 acres
A.
13.
a C
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Iti;i{• e .�'�a`J, ` `f���ttgatfmgp 'vcl
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19
All, Map Created July 21,2017
'p is ��' _�f:i�'o — •.
Base Image Layer flown in 2016
:r
^• Common Land Unit
r Cropland
/iNon-Cropland
1:3
Tract Boundary Wetland Determination Identifiers
Restricted Use
Limited Restrictions
'6Y�r r.
w e 1 : �i' ,>r� �' Exempt from Conservation
Compliance Provisions
JSDA FSA maps are for FSA Program administration only. This map does not represent a Segal survey or reflect actual ownarsh1p:rather it depicts the information provided directly from the producer and/or the NAIP Imagery. The producer
accepts the data'as Is'and assumes all risks associated with its use.The USDA Farm Service Agency assumes no rosponsibihly for actual or¢oneaquonilal damage Incurred as a result of any user's reliance on this data outside FSA Programs.
Netiand Identifiers do not represent the size,shape,or specific determination of Ilia area. Rarer to your original dalermiriallan(CPA-026 and allachad maps)ror exact boundaries and determinations or contact NRCS.

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 2T.1304(c)and 15A NCAC 2T.1305(d)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 DWQ no later than 60 days following the transfer of ownership.
General Information:
Name of Farm: Rose Brothers-O1dFarm T&C Rose#1 &#2 Facility No: 31_-_31
Previous Owner(s)Name: T&C Rose Phone No: 919-580-6277
New Owner(s)Name No: E&L RMerties of Dudlgy.NC LLC. Shawn C.Mitchell 919-222-8080
Mailing Address: 730 Emmaus Church Road Dudley.NC 28333
Farm Location: Latitude and Longitude:_35_ _08_ _57_ / _77_ _57 47 County:w Duplin
Please attach a copy of a county road map with location identified and describe below(Be specific:road names,directions,
milepost,etc.): on SR 1501 Approximately 2 Miles west of Garners Cha el
Operation Description:
Type of Swine No. ofAnimals Type of Poultry No. ofAnimals Type of Cattle No. ofAnimals
❑Wean to Feeder ❑ Layer ❑Dairy
El Feeder to Finish 6400 ❑ Pullets ❑Beef _
❑Farrow to Wean
❑Farrow to Feeder
❑Farrow to Finish _ Other Type of Livestock: Number ofAnimals:
❑ Gilts
❑Boars
Acreage Available for Application: 24 Required Acreage: 16
Number of Lagoons/Storage Ponds : 2 Total Capacity: 308,033 Cubic Feet(ft3)
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 Certified Animal Waste Management Plan (CAWMP) for the farm named above
and will implement these procedures. I(we)know that any modification or expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a permit modification 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 this facility may be
covered by a State Non-Discharge Permit or a NPDES Permit and completion of this form authorizes the Division of Water
Quality to issue the required permit to the new land owner.
Name a wn T&C Rose
Si nature: Date:
Name of New La Own r:E&L Properties of Dudley NC LLC. Shawn C.Mitchell
Signature: Date: ff J
Name of nager(if different from owner):
Signature: Date:
Please sign and return this form to: N.C.Division of Water Quality
Aquifer Protection Section
Animal Feeding Operations Unit
l" 1636 Mail Service Center
Raleigh,NC 27699-1636
May 2,2007

1i ir11191111111111111 ii 11i
Doc No: 10017325 jALIJ
Recorded: 04/05/2018 04:20:57 PM
Fee Amt: $26.00 Page 1 of 4
Excise Tax:$1.800.00
Duplin County North Carolina
June H.Hargrove,Register of Deeds STATE 0f NORTH CAROLMA
13K 1870 PG 105-108(4) COUNTY 0f 8lfPlIR
41,i�gr M1M111M�aNIgd�Mllf(r�MtsdlY d`3 15iefnammeA*MR filed kr
r3�ea,ethkhAIM OWN C" TaxC Is tOft adPontheIlnonhe hdkIMI.
600h and Papa 11!giro an flee ed l r
herenl,ead is LeinQ returned for
QYPih Coft�th�711tDR MTOt/ yaur talekeaping.
p.rdNaNan
61.11p»tYr�PtN rtie detail dNtxtptfa�. {
GIWYNS,-rAXCOkLi UMASSESWR
&Ak.:Hrryt4t,Region N Oft6t
VOL
This property is not the primary residence of Grantorso�
NORTH CAROLINA
Revenue: $1,800.00
DUPLIN COUNTY Portion of Tax Parcel Id Nos.: 03-1336& 03-1162
THIS DEED,made this the 4`h day of April,2018,by and between CECIL R.ROSE and
wife,DEBORAH W.ROSE,873 Garner Church Road,Mount Olive,North Carolina 28365,and
GEORGE THOMAS ROSE and wife, GENELE DAVIS ROSE, 877 Garner Church Road,
Mount Olive, North Carolina 28365, parties of the first part, and E&L PROPERTIES OF
DUDLEY,NC, LLC, a North Carolina limited liability company, 730 Emmaus Church Road,
Dudley,North Carolina 28333, party of the second part;
WITNESSETH:
That the said parties of the first part, for and inconsideration of the sum of Ten Dollars
($10.00) and other valuable consideration paid by the said party of the second part, the receipt `s i "wwt
of which is hereby acknowledged, have bargained and sold, and by these presents do bargain,
Prepared by&return to:
L. E. (Trey) Taylor lll,Attorney at Law
Warren,Kerr, Walston, Taylor&Smith,LLP
Post Office Box 1616,Goldsboro,North Carolina 27533-1616
r/P fb F f`
� E
r

Book 1870
Page 107
- 3 -
This conveyance is made subj ect restrictions and easements of record in the chain
of title,if any. This conveyance is also made subject to the 2018 Duplin County
ad valorem taxes which shall be prorated between the parties.
TO HAVE AND TO HOLD the aforesaid tract or parcel of land and all privileges and
appurtenances thereto belonging to the said party of the second part,its successors and assigns,
to their only use and behoof forever.
And the said parties of the first part covenant for themselves, their heirs and assigns,to
and with the said party of the second part, its successors and assigns,that they are seized of said
premises in fee and have the right to convey the same in fee simple; that the same are free and
clear of all encumbrances, except as noted above;and that they will warrant and defend the title
to the same against the lawful claims of all persons whomsoever.
IN WITNESS WHEREOF,the said parties of the first part have hereunto set their hands
and seals,this the day and year first above written.
�/-/"� (SEAL)
C.� Y P
CECIL R. ROSE
� �A 1 . jfpe- (SEAL)
DEBORAH W. ROSE
-Q (SEAL)
GEORAHaROS
1, .iJ"' (SEAL)
GENELE DAVIS ROSE

Wettable Acres Determination Certification
Name of Facility: T& C Rose#1 &#2 Facility Number:31-31
Owner(s)Name: Tom& Cecil Rose Phone No:919-658-3391
Mailing Address: 877 Garners Chapel Road Mount Olive.NC 28365
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acres Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wetted Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: Tom &Cecil Rose
Owner Signature: , Date: '
Technical Specialist Name: Robert B. Mitchell Jr.
Technical Specialist Signature: Date:
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name: Jim Hardy Lynch
Irrigation Specialist/PE Signature: _ Date:
Submit this form to:
NC Division of Water Quality
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh,NC 27699-1636
WADC—2/06

Wettable Acres Determination Certification
Name of Facility: T&C Rose#1 &#2 Facility Number:31-31
Owner(s)Name: Tom& Cecil Rose Phone No:919-658-3391
Mailing Address: 877 Garners Chapel Road Mount Olive.NC 28365 _
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acres Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wetted Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Management Plan. Any future modifications must be approved by a technical
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: Tom&Cecil Rose
Owner Signature: -' Date: S'' 1 e—U)
Technical Specialist Name: Robert B.Mitchell Jr.
Technical Specialist Signature: Date:
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed,or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to NRCS Standards and is ready for use.
Irrigation Specialist/PE Name: Jim Hardy Lynch _
Irrigation Specialist/PE Signature: Date:
Submit this form to:
NC Division of Water Quality
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh,NC 27699-1636
WADC—2/06

Animal Waste Management Plan Certification
(Please type or sprint all information that does not require a si afore
GExistin : or New. or Eg anded Iease circle.one
General Information: Permit No: 7e7 15 3jp
Name of Farm: T& C Rose#1 &#2 Facility No: _31 -31
Owner(s)Name: T& C Rose Phone No:919-658-3391
Mailing Address: 2219 O'B"erry Road Mount Olive NC. 28365
Farm Location: County Farm is located in: Du lin
Latitude and Longitude:_35_ _08_ _57 / _77_ _57_ 47 Integrator:Goldsboro Hog Farm/Mawell
FoodsPlease attach a copy of a county road map with location identified and describe below(Be specific:
road names, directions,milepost, etc.): On SR 1501 aliproximatejy 2 miles west of Garners Chapel
Operation Description:
Type of Swine No. of Animals Type of Poultry No. of Animals Type of Dairy No. of Animals
o Wean to Feeder 6400 o Layer o Milking
o Feeder to Finish o Non-Layer o Dry
o Farrow to Wean Type of Beef No. of Animals o Heifers
o Farrow to Feeder o Brood o Calves
o Farrow to Finish o Feeders
o Gilts o Stockers
o Boars Other Type of Livestock: Number of Animals:
Expanding Operation Only
Previous DesignEapacity Additional Desi. C acity Total Desi is C aci :
Acreage Available for Application: 24 Required Acreage:16
Number of waste structures: _2 Total Capacity: 308,033 Cubic Feet(ft3)
Are subsurface drains present on the farm: YES or ONO (please circle one)
If YES: are subsurface drains present in the area of the waste structures(please circle one or both as applicable)
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 permit application and a new certification to be submitted to the Division
of Water Quality(DWQ) and pen-nit approval received before the new animals are stocked. I(we)understand that there must
be no discharge of animal waste from the storage system to surface waters of the state unless specifically allowed under a
permit from DWQ 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 USDA-Natural
Resources Conservation Service (MRCS). The approved plan will be filed at the farm and at the DWQ Regional Office and
the office of the local Soil and Water Conservation District(SWCD). I(we)know that any modification must be approved by
a technical specialist and submitted to the DWQ Regional Office and local SWCD and required approvals received from DWQ
prior to implementation. A change in farm ownership requires a permit application to be sent to DWQ along with a new
certification(if the approved plan is changed).
Name of Land Owner: Tom & Cecil Rose
Signature: Ve 2"e Date: --
Name of Manager(if different from owner):
Signature: Date:
AWC-September 18,2006 1
I

E) Odor Control Insect Control and Mortality Management SD SI WUP RC or I
Methods to control odors and insects as specified in the Plan have been installed and are operational. The
mortality management system as specified in the Plan has also been installed and is operational.
Name of Technical Specialist(Please Print): Robert B. Mitchell Jr.
Affiliation Enviro-One Date Work Completed:!
Address (Agency) 104 Adler L ldsboro . 27530 Phone No.: 919-738-3584
Signature: Date:
Please return the completed form to the Division of Water Quality at the following address:
Department of Environment and Natural Resources
Division of Water Quality
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh,NC 27699-1636
Please also remember to submit a copy of this form along with the complete Animal Waste
Management Plan to the DWQ Regional Office and the local Soil and Water Conservation
District Office and to keep a copy in your files with your Animal Waste Management Plan.
AWC-September 18,2006 5

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United Stater Sod
Oeo ( of conaarvatton
� A6ncultur@uttun
Srrvic•
OPERATOR: TIC- izC�i� �#'6
Please review the attached plan and specifications care, ully. Retain
this plan for your use and records. It is strongly recommended that you,
ycur 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
is involved) . (if cost-sharing
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
treatmen 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. I.f additional material is required after construction is complete
on the lagoon, the contractor and owner will negotiate on the price and
location of borrow area. .
NOTE. Design Requirement: (t4 ,(�7- tuft. = cu. ds.
Estimate of Excavation: _ycu.ft. _
284 _cu.yd s. .
Es tima to or rod Dike: cu.f C. _ �k37- , Cu.yds.
Ration
Job Class ? gnzlLe114
Date
Designed 8
�q
Design Approval
f Name
t
Date
o na 50+CCA2 anon Sarblca
` +±+,ancy Jf gin•
+•anf ❑f A�liC Vlf Ufa

C :rator:T&C Rose 1 County: Duplin Date: 04/22/94
Distance to nearest residence (other than owner) : 2600.0 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
uLP:P170WN�:::•� k'>;`(dld�r!(' hdr,)=!Ui7C:: ilf;_: 'af-,
Volume = 0. 0 cubic feet w�u..
4. TOTAL DESIGNED VOLUME
Inside top length ( feet)--------------------- 125.0
Inside top width (feet)---------------------- 200.0
Top of dike elevation (feet)----------------- 51.0
Bottom of lagoon elevation (feet)------------ 39. 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 3.0 119.0 194.0 11.0
AREA OF TOP
LENGTH * WIDTH =
119.0 194.0 23086 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
53.0 128. 0 6784 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
86.0 161. 0 55384 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + ( 4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
23086. 0 55384.0 6784. 0 1. 8
Total Designed Volume Available = 156299 CU. FT.

r. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
125. 0 200.0 25000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 25000.0 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
5ts. 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 = 14583.3 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 15625.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 23444 cubic feet
5B. 0 cubic feet
5C. 14583 cubic feet
5D. 15625 cubic feet
TOTAL 53652 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___________________________> 125.0 feet
Inside top width____________________________> 200.0 feet
Top of dike elevation=====__________________> 51.0 feet
Bottom of lagoon elevation__________________> 39.0 feet
Total required volume_______________________> 149652 cu. ft.
Actual design volume________________________> 156299 cu. ft.
Seasonal high watertable elevation (SHWT)===> 42.4 feet
Stop pumping elev.__________________________> 47.2 feet
Must be > or = to the SHWT elev.====______> 42. 4 feet
Must be > or = to min. req. treatment el.=> 45.0 feet
Required minimum treatment volume=====______> 96000 cu. ft.
Volume at stop pumping elevation=====_______> 98757 cu. ft.
Start pumping elev._________________________> 49.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 140674 cu. ft.
Volume at start pumping elevation=====______> 140595 cu. ft.
Required volume to be pumped________________> 38027 cu. ft.
Actual volume planned to be pumped=====_____> 41838 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
/) I
7. DESIGNED BY: - y_ ;F,, { ;, ;f 7;.- APPROVED BY:
DATE: DATE
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS._ 66, Vd 1 l.:, !�'?1'l;f,�.i F�1•''!;7',?'�t i1 i;y�s ; �:i'i I l:i:?!'',�.ii,t ,_�:i.�
i

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

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and- this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 49.3 as marked .by permanent marker. Stop pump-
out when the fluid level reaches elevation 47.2 . This temporary
storage, less 25 yr- 24 hr storm, contains 38027 cubic feet or
284443 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.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0.0 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
16. 0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000. 0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4. 0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200. 0 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Orientation: --45.0 Z Magni+ication: 9.3 Inclination; 20.0
54.00 '
52.00 '
50.00
r ,�T�.. 1111111111111111j1lllllll}}}i} _ .
48.00 '' r 4y1y11111 k1111111t1 111y4y11
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46.00 <_ ' tllllyly6ytilii11�y4}I ylyy}y}yy4 y41 111 1111111t1111t �llllyy
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42.00 l r
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Lower Le+., ? � �
3D Mesh Sur Face
® yjJ 3D Mesh Sur+ace
Balanced
Project: T 8e C Rose 1
Drawing: Drawing 1
Number: GHF052
Location: Duplin Co.
Bid Date:
Engineer: G. Pettus
Owner: Tom e4 Cecil Rose
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 04/22/94 Time: 14:13:57

----------------------------------------------
----------------------------------------------
Site Balance Report
Grid cell size: 2.47 by 2.49
Original drawing scale: 100.00 ft/in
----------------------------------------------
----------------------------------------------
Project: T & C Rose 1
Drawing: Drawing 1
Number: GHF052
Location: Duplin Co.
Bid Date:
Engineer: G. Pettus
Owner: Tom & Cecil Rose
Estimator:
----------------------------------------------
----------------------------------------------
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 04/22/94 Time: 14:09:08
----------------------------------------------
----------------------------------------------
Final surface: Proposed
Initial surface: Existing
There are no "Proposed" structures.
Fill shrink/swell percent: 25.00 Cut shrink/swell percent: 0. 00
"Proposed" raised by 1.000 feet
delta Cut Fill Cut - Fill
0. 000 5996.32 1626. 79 4369.53
1. 000 5184.04 4296.56 887. 48
Raise "Proposed" by 1.000 feet.

Total Volumes by Project
(combined volumes for each drawing)
Project: T & C Rose 1
Drawing: Drawing 1
Number: GHF052
Location: Duplin Co.
Bid Date:
Engineer: G. Pettus
Owner: Tom & Cecil Rose
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 04/22/94 Time: 14: 11:39
Drawing: Drawing 1
Grid cell size: 2. 47 by 2.49 Original drawing scale: 100.00 ft/in
I I I Expanded Expanded
CUT FILL CUT I
-------------------------------------------------------------------------------
Balanced 5184.04 3437.24 5184. 04 4296.56
Existing I + ` ( 0.00%) I ( 25.00%)
-., ----------------------------------------------------------------------------
Net: 1746. 801 1 887.481
-----------------------------------------
Project: T & C Rose 1
panpand
I CUT I FILL I ExCUTded I ExFILLed
-------------------------------------------------------------------------------
Project Totals: I 5184.041 3437.241 5184.04I 4296.56
Average Shrink/Swell Percent ( 0. 00%) ( 25.00%)
-------------------------------------------------------------------------------
Project Net: 1 1746.801 887. 481

�- United Slata9 Sod
;, Deoar^rn®nt of Conaurvation
Ai;ncutrure
S+rrvICs
OPERATOR: a7,34, 120-4 4'7
Please review the attached plan and Spec iFicat ion s careFuIly. Retain
this plan for your use and records. It is strongly recommended that you,
ycur 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 markings. It is important that everyone
understand '.chat is •expectey so that final construction meets plans and
specificatlon and the job can be certified for payment
is involved). (if cost-sharing
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 la ocn.
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. I.f additional material is required after construction is complete
on the lagoon, the contractor and- owner will negotiate on the price and
location of borrow area. .
NOTE: Design Requirement: I'f!M"1114 cu.ft. • cu. ds.
Estimate of Excavation: _.cu.ft. _
. 50�^cu.yds.
Estimate or pad Dike; � cu.ft. ; �
_1�,cu.yds .
Rat ion
Job Class 2� i' I~la
�a to
Designed 1
By a .1141
r`1..9 $� iss
Name
Design Approval
Name
Da[e
o vn• Boa Conaa.�at,on Sarvc•
•s an anancv al �r•

:rator:T&C Rose 2 County: Duplin Date: 04/21/94
Distance to nearest residence (other than owner) : 1600.0 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
����1'tETI�' r���1 a:;"�... r i;: �_7`Vr".e •: ,• i',:
Volume = 0.0 cubic feet 4c(AVC, N! !d_ k;�t31'14"l��u)Y
4. TOTAL DESIGNED VOLUME
Inside top length ( feet)--------------------- 160. 0
Inside top width ( feet)---------------------- 150. 0
Top of dike elevation ( feet)----------------- 50.0
Bottom of lagoon elevation ( feet)------------ 38.0
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 11.0
AREA OF TOP
LENGTH * WIDTH =
154.0 144.0 22176 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
88.0 78.0 6864 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
121.0 111. 0 53724 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
22176.0 53724.0 6864.0 1.8
Total Designed Volume Available = 151734 CU. FT.

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
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

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
Tap of dike elevation_______________________> 50.0 feet
Bottom of lagoon elevation__________________> 38.0 feet
Total required volume_______________________> 148444 cu. ft.
Actual design volume________________________> 151734 cu. ft.
Seasonal high watertable elevation (SHWT)===> 41.2 feet
Stop pumping elev.__________________________> 46.2 feet
Must be > or = to the SHWT elev.====______> 41.2 feet
Must be > or = to min. req. treatment el.=> 44.0 feet
Required minimum treatment volume=====______> 96000 cu. ft.
Volume at stop pumping elevation=====_______> 96387 cu. ft.
Start pumping elev.==-------- 48.3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 136734 cu. ft.
Volume at start pumping elevation=====______> 136645 cu. ft.
Required volume to be pumped________________> 37444 cu. ft.
Actual volume planned to be pumped=====_____> 40258 cu. ft.
Min. thickness of soil liner when required==> 1. 8 feet
7. DESIGNED BY: �'�.I{i APPROVED BY:
DATE: r=' :?�; DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
( 1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 48.3 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 46.2 . 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.

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 1.8 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.

SEEDING SPECIFICATIONS
---®----®-------------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
0. 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
16.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS. -
APPLY THE -FOLLOWING:
2000.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
4.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Total Volumes by Project
(combined volumes for each drawing)
Project: T & C Rose 2
Drawing: Drawing 1
Number: GHF051
Location: Duplin
Bid Date:
Engineer: G. Pettus
Owner: T&C Rose
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 04/21/94 Time: 16:46:20
Drawing: Drawing 1
Grid cell size: 2.29 by 2.29 Original drawing scale: 100.00 ft/in
panpand
CUT FILL ExCUTded I ExFILLed
----------------------------------- -------------------------------------------
Balanced I 5015. 431 4034.631 5015.431 5043.28
Existing ( 0.00%) ( 25.00%)
-----------------------------------------------------------------------------
�,t; 980.80 1 1 1 27.85
---------------------
Project: T & C Rose 2
CUT I FILL I ExCUTded I ExFILLed
----------------------------------- I--------------------------------------------
Project Totals:Average Shrink/Swell Percent { 5015.431 4034.631 ( 5©.00%) I ( 25.00%)
-----------------------------------III--------------------------------------------
Project Net: 980.801 1 1 27. 85
MAR 2 S 2019

Site Balance Report
Grid cell size: 2.29 by 2.29
Original drawing scale: 100.00 ft/in
----------------------------------------------
----------------------------------------------
Project: T & C Rose 2
Drawing: Drawing 1
Number: GHF051
Location: Duplin
Bid Date:
Engineer: G. Pettus
Owner: T&C Rose
Estimator:
----------------------------------------------
----------------------------------------------
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 04/21/94 Time: 16:41:33
----------------------------------------------
----------------------------------------------
Final surface: Proposed
Initial surface: Existing
There are no "Proposed" structures.
Fill shrink/swell percent: 25.00 Cut shrink/swell percent: 0.00
"Proposed" lowered by 1.000 feet
delta Cut Fill Cut - Fill
0.000 4123.61 7504.84 -3381.23
-1. 000 5015. 43 5043.29 -27. 86
Lower "Proposed" by 1.000 feet.

Orientation: -45.0 Z Magnification: 9.5 Inclination: 20.0
. L tll�tt lttttll+t1�1ti11111++���+1��S�SII+SSS �+till 1 - .
. littttlit ttttiit tititlltttlli t�iit
' +ttt tllt1��1 t+=tli++4tit� tllt
52.00 lltttl tt+61�5+t����i y5` tact at t Y; t7t.
5
50.00' 4ty -
i
tt ,55 l
a 5 ySyy
48.00 ' T� , � *�tLLL Kt i L =
L y
5
S� ty t tt -
4b.00-
44.00.,42.00
S +'
•fit..
40.00
3h.00
Lower Left
3D Mesh Surface
3D Mesh Surface
Balanced
Project: T & C Rose 2
Drawing: Drawing 1
Number: GHF051
Location: Duplin
Did Date:
Engineer: G. Pettus
Owner: T&C Rose
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK 7
Date: 04/21/94 Time: 17:16:32

United States Soil P. 0. Box 277
fig Kenansvllle NC 28349
Department of Conservation
Agriculture Service Telephone [phone]
WASTE MANAGEMENT FACILTI'Y SITE EVALUATION
GENERAL INFORMATION
NAME To,,, CeM Rrkr_ � LOCATION OA jX/,F0/ ogan,k, .2- rA 1ej.
TELEPHONE Q I q— 9,51- ''33 91 SIZE OF OPERATION 3.20 0 Wea„ Fe",-
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER )4001`
NUMBER OF HOUSES WITHIN 2000 FEET OF SITE
IS SITE WITHIN 100 YEAR FLOOD PLAIN? YES NO ✓
IS SITE AT LEAST 100 FEET FROM A "BLUE LINE" PERENNIAL STREAM? YES ✓' NO
IS SITE WITHIN 1 MILE ZONING 7URISDICTION OF A MUNICIPALITY? YES NO ✓
if yes,landowner should consult with local zoning board about required permits
WETLANDS-
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON CROPLAND? YES NO✓
IF YES, HAS PRODUCER COMPLETED AN AD-1026 FORM? YES NO
DOES NON WETLAND NEED TO BE MEASURED BY REGISTERED SURVEYOR PRIOR TO
APPROVING WASTE MANAGEMENT PLAN YES NO ✓
IF WETLANDS ARE INVOLVED,IT IS THE RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US
ARMY CORP OF ENGINEERS AND THE NC 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.
WASTE MANAGEIIIENT--VALID ONLY IF WASTE MANAGEMENT PLAN ATTACHED
I
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY WASTE?YES ✓ NO
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO
SEE ATTACHED PLAIT FOR SPECIFIC RECOMMENDATIONS
SOIL INVESTIGATION--VALID ONLY IF SOIL INVESTIGATION SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON? YES ✓ NO
IS A CLAY LINER REQUIRED? YES NO
IF YES, IS CLAY AVAILABLE ONSITE? YES NO QUESTIONABLE
IS A CORE TRENCH REQUIRED? YES ✓ NO
SITE APPROVED YES ✓ NO CONDITIONAL
COMAIENTS o of o owt e i r'4 t'14 weAk j4..ucl,
t a� e
APPROVAL BASED ON SCS STANDARDS VALID FOR 60 DAYS FROM DATE SIGNED. THIS APPROVAL
SUBJECT TO CHANGE BASED ON CHANGES IN NATIONAL,STATE,OR LOCAL LEGISLATION.
C ON MI�J T BE.750 FEET FROM RESIDENCE AT TIME OF DESIGN.
T a onserve+on ervioe
is an agency of the f�-
Department of Agriculture SiGNATURE_84,., a G�1'L1 DATE el
I .-

US Department of Agriculture NC-CPA 16
Soil Conservation Service 4-92
ENVIRONMENTAL EVALUATION
Land user/owne County_ Lyl►'
Location/Tract & Field Number T 6 -�' �. Acreage D
Prepared by. .Date__
Brief Description of Planned Practice/RMS/Project Measure:
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 �I
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 (CAMA, 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 :night occur in planning area
-- Identify on map any designated critical habitat

3 . Is- a designated natural or scenic area included in. the planning
i
are or w-11.1. p.1-anned actions. impact. on an. adj
acent- natural or
scenic area-'Z.. (-.Re-ferenqes: 19.0-GM, 410....23. and.;
No.
Yes- yes.., encourage. !anduser to: consult with concerned
i
c.1--.e.s:,,, societies, and. indiv
C gen duals-- to: arrive: at
treatment:.:
mutually; satisfactory land. use-. and'. t.17
a
41i Does. tbp., pjIgan �n the;-q': 10'0'.-Year� f.-I Z i n�.. -g' avre.a. Imp.IUO
(R f UP3, ,Mir 19,-Q.-G Flood
od. Plain;-
Np
I--*.%-, the: assisted- act Uon; likely to:: lic-L-ve, sigpi.ficant
adverse- e.f-fe.cts-- on.: existing: natural and; beneficial.
values: in; the.. f-1-QQd,, play, n.7-:
Is" there-. a% pr�acLtica,.j--_ alternative,. outside:: th-e.- flood
pi.a�i n,?..i '
Haas; the- flood PIAia. been: used` for, agrilcultural
p3:pdu.qt.­iorr for at least. 3- o-f the -1--a-at 5, years'-
5.1 or historical.-site) located: in- the: plarialng.­
NCPM.,;; 420-GM! 4.Q1.p Nati'.Qnal. Register- o.f.
Plaices),;
N,6
Yes: If, yes,: have. steps; been. taken� to ensure. the-
protection: off, this areal.-l-
6;. Zx.e. there: any: prime, unique,. or locally important farmlands, in
the- operating- unit?, (-,References: 310!-GM)-
No:
✓ Yes Tf yes�, identify-• on. a soils map: or- leqend'. 4v B
7,.- Will- the.. action. 3zesu],'t- in sodbusting
No:. Yes..
S.. WilI, the: aQti.on. result in. swampbusting?.:
No Yes:
9-.. I.s% there:: a potential for- controversy?? Fi7om, whom OMJJ 0)4 1 'IJ
Yes.� I_a4OIVA-'J4 e4Cr

10. 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
D�
.ICI
I

SCS-ENG-538 U.S. DEPARTMENT OF AGRICULTURE
Rev. 5-70 SOIL CONSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME T°m 'r .PG Ict� DISTRICT
DATE COUNTY—
S. C.S. PHOTO SHEET 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 on center line of dam and identify on sketch.
hk
I L I
I
f
SHOW BORING NUMBER AND PROFILE
DEPTH Make and list dam-site and spillway borings first-then ponded area and borrow pit borings-separate with ueriica!red line.
(Continued on back where necessary) Show water table elevations on dam-site borings.
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Y

USD Unit-Agriculture tes Farm 171
Dep tof Duplin County, North Carolina
auplin Duplin Tract 72207
2017 Program Year
► ' CLU Acres HEL Crop
1 4.98 NHEL
t 2 14.39 NHEL
s - 3 3.48 NHEL
4 18'95 UHEL NC
6 3.01 UHEL NC
/ 7 7.0 NHEL
8 23.41 UHEL I NC
Page Cropland Total: 29.85 acres
� f Z.7y�j 36a�
2
,}
_ % - Y Map Created July 13,2017
7 Base Image Layer flown in 2016
jCommon Land Unit
Cropland
Non-Cropland
3 f QTract Boundary
Wetland Determination Identifiers
N 0 Restricted Use
0 30g 600 1,200 0 Limited Restrictions
wE Exempt from Conservation
5 FBef Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership;rather it depicts the information provided directly from the producer and/or the NAIP imagery. The producer
accepts the data'as is'and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size,shape,or specific determination of the area. Refer to youroriginal determination(CPA-026 and attached maps)for exact boundaries and determinations or contact NRCS.

Ouplin CP-nty F$a vvetianaveterminatloniaentitiers u+sclalmer;vve+,ano,oemmersovno+represem[ne size.snaps
Restricted Use or spectre determination of the area. Rarer to your original
determination(CPA-026 and attached maps)for exact wetland Acres
Farm 64e TT Tract 72207 Limited Restrictions - -
boundaries and determ6 and attached
or contact NRCS.
-- — - —_ _ Exem I from Conservsllon Com unncr• L• s i
!}r ,-W, - ,`:. a - 1 4.98' N
_� �` •ter ti F ��
2 14.39 N
L 3 3_48 N
Nk
n�.
•.� ;.. A
r F
w
..tip � ire
1
�5
�4 a
0 90.0 .
Total Cropland Acres
Map for. 12-2 to

USDA Uni ate
t of
Ag icult re Duplin County, North Carolina Farm 1701 _j
Uuplin ®opap Tract 72207
Ilk 2017 Program Year
�V 4 .e * CLU Acres HEL Crop
f 1 4.98 NHEL
2 14.39 NHEL
3 3.48 UHEL
18.9
4 18.95 UHEL NC
6 3.01 UHEL NC
_ �' 7 11.89 NHEL ••
I NC
y, f1 Page Cropland Total: 34.74 acres
2
C� cm
Ca �
•
r Map Created July 03,2017
Base Image Layer flown in 2016
Common Land Unit
- - - = Cropland
3 Non-Cropland
QTract Boundary
Wetland Determination Identifiers
H 0 Restricted Use
0 300 600 1 200 0 Limited Restrictions
WE Exempt from Conservation
s Feet Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership;rather it depicts the information provided directly from the producer and/or the NAIP imagery. The producer
accepts the data'as is'and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size,shape,or specific determination of the area. Referto your original determination(CPA-026 and attached maps)for exact boundaries and determinations or contact NRCS.

USDA Un' sates
Dep: ,entof puplin County, North Carolina Farm 17'►-,,-J
Agriculture
- u Tract 72207
D pUn Rupliq
2017 Program Year
CLU Acres HEIL Crop
r 1 4.98 NHEL
►f � - - 2 14.39 NHEL
Mi 3 3..48 NHEL C ©wry
4 18.95 UHEL NC
: = 6 3.01 UHEL NC
J u' 7 1 NHEL r"
8 118.52 1 UHEL NC
f Page Cropland Total: 34.74 acres
2 �* N
�. (41C70clepe
/I
r Map Created July 03,2017
r Base Image Layer flown in 2016
Common Land Unit
Cropland
3 /�Non-Cropland
Tract Boundary
Wetland Determination Identifiers
N 0 Restricted Use
f] 340 ago 1 2i4 0 Limited Restrictions
WE Exempt from Conservation
s Eee[ Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership;rather it depicts the information provided directly from the producer and/or the NAIP imagery. The producer
accepts the data'as is'and assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Programs.
Wetland identifiers do not represent the size,shape,or specific determination of the area. Referto your original determination(CPA-026 and attached maps)for exact boundaries and determinations or contact NRCS.

s uplin Cr-,Rnty F$/7 VYetianauetenninationloentinerS ursciaimer:vvenanamemmnersoo nor represent rne size,snape,
Restricted Use or specitic determination ofthe area. Referto your original
Limited Restrictions determination(CPA-026 and attached maps)for exact wetland Acres , OP HE
Farm '1'12r 4 'tract 722Q6 L CRP
boundaries and determinations,or contact NRCS. --
_ , _ _ �xem !tom Conaerva3lon Cam Ise�cv� ra•rs-Ions _
1 8.65 N
1 ' 2 13.621 N
3 1.30 N
4 2.22 N
's
F� 5 5.05 N
1 ` 6 0-95 N
1 7j
- i
f 1
ti -1
rs
Total Cropland Acres
31.8

uplin �c'�niy FSA wetlanaueterminatlonicientmerS ulsclalmer.eaeuanoioernmersoonmrepresem ins size,snaps,
0 Restricted Use orspecl0c determination ofthearea. Refer to your original
Limited Restrictions determination(CPA-026 and attached maps)for exact wetland Acres �p HE L CRP
Farm 'f'i 2 �, Tract 3608 boundaries and determinations,or contact NRCS.
Exempt from conservation Cam fiance Provlsions
e _ _ — 1 9_19 N
Is
y f� ;•: 2 20.77 N
3 1.9 6 N■ M fir. 4• �' � - - - - - i
III� l
4 N
7._ F .. r
WN
e �
3 '
�t
L
.ti
F
1
Feet
Map for FSA purposes Total Cropland Acres
32.9

USDA Unitc es
Dep�--- Agricui.lture
re Duplin County, North Carolina
® Agriculture Farm 171%.=,
.+e 01up", oup", Tract 72207
N. i =. 2017 Program Year
CLU Acres I HEL Crop
2 13.62 NHEL
y 4 18.95 UHEL NC
i 6 3.78 UHEL NC
7 7.0 NHEL
11 5.04 NHEL
12 0.8 NHEL
lee. 4P 13 21-05 UHEL NC
r
Page Cropland Total: 31.44 acres
I - °
2 *4 e
" =F
J " Map Created July 21,2017
7 Base Image Layer flown in 2016
Common Land Unit
12 Cropland
Non-Cropland
QTract Boundary
.OF
*� Wetland Determination Identifiers
" - +a Restricted Use
0 300 600 t, 200 7 Limited Restrictions
Exempt from Conservation
Compliance Provisions
USDA FSA maps are for FSA Program administration only. This map does not represent a legal survey or reflect actual ownership;rather it depicts the information provided directly from the producerandlor the NAIP imagery. The producer
accepts the data'as Wand assumes all risks associated with its use. The USDA Farm Service Agency assumes no responsibility for actual or consequential damage incurred as a result of any user's reliance on this data outside FSA Pro
Wetland identifiers do not represent the size,shape,or specific determination of the area. Refer to youroriginal determination(CPA-026 and attached maps)for exact boundaries and determinations or contact NRCS. grams.

AY.= .;L WASTE '_'�*IAGM__%_T P.T.Z x cMRTIF!CATIO_N FOR NEW OR =MAI DED FEEDLOTS
ci®..MM
Please return the co.; Ieted Fo= to - Diviaioa of Envi_or�eatal 2iaaagemeat at
the ad-d--ass on the =averas aids of th:a fog.
Name of farm (Please print) :_T C RoSg I d--2-
Address:_ �= Gaeji Gff Ch�aY-)A
I Ad
p Phone No. : 919- 6,5T-,B91
l g+ ecounty: v I;n
rs Fa location: );atitude and Longitude({°P_ L2'' /na? S2' _±2" (required) . Also,
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.) : Swing
Design capacity (number of animals) :? - U-00 WP,.n 1 Feedcr
Average size of operation (12 month population avg.j : 6400
Average acreage needed for -land application of waste (acres) :
TeCh-4 cal Specialist Cartificatioa
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 15A 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 21-1.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria-hav—a bbeen 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
apalications; 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.. //
Zlare of Technical S ecialist (Pi ase Print) : icAd e'
Affiliation: D UZy Z-7� /9-J2- 01/•-e C. __ G5 _
Address (Agency) : s' Phone No.
Signature: Date•
OF.ner/uanagar Agr serest
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 store 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.
Nave of La^.d O-mar (Please Pr'
Signature: Dater 7.�
yare of if different from owner (Please print) :
Signature: ' Date:
:Tote: A change in land ownership requires notification or a new certification
(if the approved plan is changed) to be submitted to the Division of
Environmental Management within 60 days of a title transfer.
DEM USE ONLY:ACNEW#

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Tom and Cecil Rose County: Wayne
Address: 877 Garner's Chapel Rd.
Mt. Olive, NC 28365 Date: 5/25/99
Telephone:
Table 1 - Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number {acres] Soil Type Slope % Crop(s) In/hr) (inches) Comments
1 18.17 AuB <5 Row Crops 0.6 0.75 Pulls 1-4
2 12.8 AuB <5 Row Crops 0.6 0.75 Pulls 5-8
3 5.25 AuB <5 Row Crops 0.6 0.75 Pulls 9,10
4 19.4 AuB <5 Row Crops 0.6 0.75 Pulls 11-16
I

Sheet2
TABLE 2-Travelling Irrigation Gun Settings
Make, Model and Type of Equipment: Hobbs 1025 reel
Field No. Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. ft/min in/hr.) Width ft. Len thft (feet:) (Inches) at Gun(psi) at reel(,)sii Pattern Comments-Acres per pull
F1,H1 1.68 0.35 225 795 .270 0.895 60 110 300 4.70
F1,H2 1.68 0.35 225 790 270 0.895 60 110 300 4.66
F1,H3 1.68 0.35 225 720 270 0.895 60 110 300 4.30
F1,H4 1.68 0.35 225 760 270 0.895 60 110 300 4.51
F2,H5 1.68 0.35 225 640 270 0.895 60 110 300 3.89
F2,H6 1.68 0.35 225 580 270 0.895 60 110 300 3.58
F2,1-17 1.68 0.35 225 470 270 0.895 60 110 300 3.01
F2,H8 2.01 0.48 170 520 270 0.895 60 110 220 2.32
F3,H9 1.68 0.35 235 360 270 0.895 60 110 300 2.27
F3,H10 :1.68 0.35 235 490 270 0.895 60 110 300 2.98
F4,H11 1.68 0.35 180 •800 270 0.895 60 110 300 3.98
F4,H12 1.68 0.35 180 490 270 0.895 60 110 300 2.52
F4,H13 1.68 0.35 225 500 270 0.895 60 110 300 3.16
F4,H14 1.68 0.35 225 660 270 0.895 60 110 300 3.99
F4,H15 1.68 0.35 180 630 270 0.895 60 110 300 3.10
F4,H16 1.68 0.35 200 450 270 0.895 60 110 300 2.65
TOTAL ACREAGE= 55.62

Sheet5
WE
a
IRRIGATION SYSTEM DESIGNER `S
Name: Kraig Westerbeek z
Company: Private
Address: 1635 W.Wards Bridge Rd.,Warsaw, NC
Phone: [phone] ma`s
Required Documentation A
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations,pipelines,thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump,traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25'or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
This system is designed for the use of a Hobbs 1025 reel with a .895" nozzle, operated at 60psi for all
pulls. As shown on the map, the location of the existing hydrants does not in most cases match the
location of the reel set up points. In these cases, the grower uses aluminum pipe to achieve the reel
set up point shown. Grower will be using a corn,wheat, sobean,tobacco rotation on the fields shown.
It is suggested that the grower install permanent markers at the reel setup point, and at the end of the
field to insure that pulls are made accurately each time. Pulls 3 and 4 may be made from either end of
the field. A buffer of 50'should be maintained from the highway ROW, a 100'buffer from wells should
also be used.
The grower has been operating the stated equipment and system for a period of time, and is familiar
with the equipment. Any questions on set-up,winterization, or servicing should be directed to the
equipment dealer.

Sheet8
ACRES PER PULL CALCULATIONS
Acres
Pull# Start End Area Length x Width Stop End Area Total Acres in Pull
1 0.58 4.12 N/A 4:1t,
2 0.58 4.08 N/A L4.6(a
3 0.58 3.72 N/A 11.3 D
4 0.58 3.93 N/A
5 0.58 3.31 N/A
6 0.58 3 N/A .5
7 0.58 2.43 N/A
8 0.29 2.03 N/A 3
9 0.61 1.21 0.45
10 0.61 1.92 0.45 _
11 0.5 3.31 0.17
12 0.5 2.02 N/A 154,
13 0.58 2.58 N/A D 6
14 0.58 3.41 N/A Z-
15 0.5 2.6 N/A 3.10
16 0.58 2.07 0.21
Start end and Stop end areas calculated from Dr. Evans charts EE65,EE75,E165
I
Page 1

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 100 ; 1025 Hobbs Traveller
Nozzle Size: 0.895 inches
Sprinkler Pressure: 60 psi
Flowrate(GPM): 141 gpm
Wetted Diameter: 270 feet
Lane Spacings
Desired Spacing (%): 70 %
Design Spacing(feet): 189 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 180 feet
Actual Spacing (%): 67 %
Application Rate
Application Rate = (96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate= 0.29 in/hr
300 degree arc= 0.35 in/hr
220 degree arc= 0.48 in/hr
180 degree arc= 0.59 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app. (in.)= 0.75 inches
300 degree arc= 1.68 ft/min
220 degree arc= 2.01 ft/min
180 degree arc= 3.35 ft/min
Mainline Velocity
Velocity= .408 x Flowrate/pipe diameter squared feet/sec.**
**For buried pipelines,velocity should be below 5 feet per second
Pipe size: 6 inches
Velocity= 1.60 ft/sec.
Page 1

S heet7
Maximum Mainline Friction Loss
Most distant hydrant: 14 from front lagoon
Total distance: 3000 feet
Friction Loss is figured using Hazen/William's Equation
Friction Loss= 0.15 feet/100 feet
Max. Mainline Loss= 4.5 feet or 2.0 psi
Total Dynamic Head
Sprinkler Pressure: 60 psi
Loss through traveller: 50 psi
Elevation"head: 0 psi
Mainline loss: 2.0 psi
Suction head and lift: 2.5 psi
5%fitting loss: 5.7 psi
TOTAL(TDH)= 120.2 psi or 277.6 feet
Horsepower Required.
Horsepower= Flowrate x TDH(feet)13960/Pump effeciency
Pump Description: Robatti T-265 ; PTO driven
Pump Efficiency: 50 %
Horsepower Required: 19.8 Hp
Thrust Blocking
Thrust Block Area =Thrust/Soil Bearing Strength
*N/A system already installed ; aluminum pipe used on remainder
Thrust: feet
Soil Bearing Strength: feet
End Cap: N/A ft2
90 degree elbow: N/A ft2
Tee: N/A ft2
45 degree elbow: N/A ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 120.2 psi
70%of Pressure Rating: 140 psi
If Max. Pressure on system is less than 70%of Pressure Rating, OK
Net Positive Suction Head Check
Page 2

Sheet7
NPSHA: 14
NPSHR: 6 *from pump curve
If NPSHA>NPSHR OK
Page 3

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Reel Rain Traveler Irrigat'don..
Innovative New Design Concept Provides Greater Operator Control
Simpler Operation!- Low Maintenance! Accurate Application!
STANDARD FEATURES
1 s 3 Speed Gearbox
::... @ 4 HP Honda Gas Engine
e Nelson SR 100 Gun
s Automatic Braking System
0 Automatic Hose Retrieval Stop
who=: s Rugged Frame Design
e +PTO Rewind
s Safety Shielding
s Turntable
r Galvanized Guncart
+Galvanized Fittings
■ Mechanical Hose Guide
• Miswind Sensor
•Technologically advanced design improves operational performance. # Built-in Storage Tray
*New frame design provides lower center of gravity for added stability-
Double guncart lift arms holds guncart in place during transport.
4 Innovative new call design for speed compensation ensures accuracy.
4
.�y. ^- —
.. i
"User-Friendly" Control Station makes Reel Large"spider"design turntable is maintenance Convenient built-in storage tray
Rain Operation Simple and Easy! free, no bearings to grease!...and provides for holds infeed hose,tools, and other
effortless positioning of the reel. Multi-position items.
upper frame pin locking mechanism allows for
easy adjustments.
Ncy, of Acres 1 10w Rate One?tall,Applying 1"
Model.'s; Hose Length Hose'.I D _. La..n.e Spacing Covered in (GPM,) of 1h'nter hrs. Nelson Gun:.
Number (feet) {Inches). Feet) Dne Pufl Gas. Gas and Pressure.
1.025 850 2.5 180 3.8 IBI t g.7Rl 00I8!0 P51:
1100 Holland Rd.-P.O.Box 1833-Suffolk,VA 23439-1833 c 1701 South Slappey Blvd.-P.O.Box 3687-Albany,GA 37706
Phone[phone] -Fox(757)934-3264 a � —,;—u Phone[phone]-Fax[phone]
sl
AMADAS INDUSTRIES'policy is one of continuous improvement.and we reserve the right to change specifications,design or prices without incurring obligation.

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production j0 Vegetative or wooded buffers;
0 Recommended best management practices;
® Good judgment and common sense
Animal body surfaces • Dirty manure-covered animals N Dry floors
Floor surfaces • Wet manure-covered floors ® Slotted floors;
0 Waterers located over slotted floors;
O Feeders at high end of solid floors;
O Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits • Urine; f] Frequent manure removal by flush,pit recharge,
• Partial microbial decomposition or scrape;
O Underfloor ventilation
Ventilation exhaust fans Volatile gases; ® Fan maintenance;
Dust 0 Efficient air movement
Indoor surfaces • Dust a Waslidown between groups of animals;
M Feed additives;
M Feeder covers;
CR Feed delivery downspout extenders to feeder
os+i+ers
Flush tanks Agitation of recycled lagoon 0 Flush tank covers;
liquid while tanks are filling O Extend fill lines to near bottom of tanks with
anti-siphon vents
Flush alleys 0
Agitation during wastewater O Underfloor flusli with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon JR Extend recharge lines to near bottom of pits
liquid while pits are filling with anti-siphon vents
Lift stations • Agitation during sump tank f7 Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater 0 Box covers
orjunctionyboxes conveyance

'1
. BMPs to Minimize Odor Site Specific Practices
. Source Cause
End of drainpipes at • Agitation during wastewater 9 Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emissions; 10 Proper lagoon liquid capacity;
Biological mixing; Correct lagoon startup procedures;
Agitation .® Minimum surface area-to-volume ratio;
R Minimum agitation when.pumping;
O Mechanical aeration;
0 Proven biological additives
irrigation sprinkler • High pressure agitation; ff Irrigate on dry days with little or no wind;
nozzles . Wind drift 19 Minimum recommended operating pressure;
® Pump intake near lagoon liquid surface;
O Pump from second-stage lagoon
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading;
surface . Mixing while filling; O Tank covers;
Agitation when emptying O Basin surface mats of solids;
O Proven biological additives or oxidants _J
Settling basin surface • 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; O Soil injection of slung/sludges;
spreader outlets . Volatile gas emissions O Wash residual manure from spreader after use;
O Proven biological additives or oxidants
Uncovered manure, • Volatile gas emissions while O Soil injection ofslurry/sludges
drying [7 Soil incorporation within 48 hrs.;
slurry or sludge on field
surfaces 0 Spread in thin uniform layers for rapid drying;
O Proven biological additives or oxidants
Dead animals • Carcass decomposition I$ Proper disposition of carcasses
Dead animal disposal • Carcass decomposition O Complete covering of carcasses in burial pits;
Pits O Proper location/construction of disposal pits
Incinerators 0 Incomplete combustion O 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 0 Poorly maintained access roads 1$ Farm access road maintenance
public roads from farm
access f ---
Available From
Additional Information_ NCSU,County Extension Center
Swine Manure Management; 0200 Rule/BMP Packet NCSU-BAE
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
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
NCSU-Swine Extension
Controlling Odors from Swine Buildings; PIH-33 NC Pork Producers Assoc
Environmental Assurance Program; NPPC Manbal NCSU Agri Communications
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management:Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension

Insect Control Checklist for Animal Operations
=�T Bmps to Control Insects Site Specific Practices
Source Cause
Liquid Systems
Flush Gutters • Accumulation of solids O Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
O Remove bridging of accumulated solids at
discharge
Lagoons and Pits • Crusted Solids 0 Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6-
8 inches over more than 30%of surface.
Excessive Vegetative Decaying vegetation Ef 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.
N Clean up spillage on a routine basis(e.g.,7- 10
day interval during summer; 15-30 day interval
during winter).
Feed Storage Accumulations of feed residues 0 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.

Source Cause BMPs to Control Insects. Site Specific Practices
Animal Holding Areas Accumulations of animal wastes O Eliminate low-areas that trap moisture along
and feed wastage fences and other locations where`waste
accumulates and disturbance by animals is
minimal.
O Maintain fence rows and filter strips around
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.
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,
Raleigh,NC,27695-7613.

Insect Control Checklist for Animal Operations
Source Cause — BMPs to Control Insects --
— — Site S ecific Practices
Lir uid System
Flush gutters • Accumulation of solids ® Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
® Remove bridging of accumulated solids at
dischar e
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 g 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.
TA-1 Systems
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; 15-to 30-day interval
during winter)
AMTC- November 11, 1996,page 1

Insect Control Checklist for Animal Operations
Source Cause >gMPs to Control Insects
Feed storage Accumulations of feed ® Reduce moisture accumulation within and around Sate S ecific 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 strips around feed storacre 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
handling 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) CaII 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.
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 Ieaks 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?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWR regional office,phone number:
.After hours, emergency number: 1-800-558-0368.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) local SWCD office,phone number:
3) local NRCS office,phone number:
4. If none of the above works call 911 or the Sheriff's 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 (NRCS, 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