510030_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application»rust be signed and dated by the Permittee.
1. Farm Number: 51-0030 Certificate Of Coverage Number: AWS510030
2. Facility Name: Danny Komegay Farm
3. Landowner's Name(same as on the Waste Management Plan): Daniel F Kornegay
4. Landowner's Mailing Address: 610 Worlev Rd `
City: Princeton State: NC ftY1" Zip: 27569
Telephone Number: 919-936-0211 Ext. E-mail: •dfk3farmsi��:t(r(�d com
5. Facility's Physical Address: 433 Worley Rd
City: Princeton State: NC Zip: 27569
6. County where Facility is located: Johnston
7. Farm Manager's Name(if different from Landowner): •Daniel F Korne ag y.III
g. Farm Manager's telephone number(include area code): 919-936-2091 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): Goldsboro Milling Company
10. Operator Name(OIC): Daniel F.Kornesav III Phone No.: 16 919.936.&H— OIC#: 18480
11. Lessee's Name(if there is not a Lessee,write"None"): O u m- Y pnow
te
12. Indicate animal operation type and number: /u ! r
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 2,880
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers
OR 1.8 2019
wawou '

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MICHAEL S.REGAN
Secretary
LINDA CULPEPPER NORTH CAROLINA
dimaor Environmental Quality
February 27,2019
Daniel F Kornegay
Danny Kornegay Farm
610 Worley Rd
Princeton,NC 27569
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 hhtps:Hdeq.ne.Lov/about/divisions/water-resources/water-quality-re iog nal-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 on
Expiring State Non-Discharge General Permit." The application form must be completed, signed and returned by Ayril 3. 2019.
Please note that you must include one ill couv of the Certified Animal Waste Management Plan ICAWMPI with the
completed and signed application form. A list of items included in the CAWMP can be found on page 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of 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,
A _
Jon Risgaard,Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc(w/o enclosures): Raleigh Regional Office,Water Quality Regional Operations Section
Johnston County Soil and Water Conservation District
AFOG Section Central Files-AWS510030
' '+t:•Goldsboro Milling Company
r Noah Carolina Departrnent of Environmentai i-.i rely 1 Division of Water Resources
512 N.Salisbury St-1 1636 M&I.SeTvm Center I Raleigh,North Carolina 27699-1£36
919.707 SWO
J�

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)
LAGOON#1 68,389.00 19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
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: OANZFL Title: OWE ,
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

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
Q Q Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
L) Rendering at a rendering plant licensed under G.S. 106-168.7
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by,the NC Department of Agriculture&Con-
sumer Services Veterinary Division.(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case.of dead poultry only, placing 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 opinior4of 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
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic 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 be.:done in accordance with NC General.Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
�- :?o - : c01.1
Signature of Farm Owner/Manager Date
Signature of Technical Specialist Date

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc.
Thursday,April 15, 1999 Updated 111912015
Producer: Danny Kornegay
Farm Name : Danny Kornegay Farm
610 Worley Road
Princeton,NC 27569
Telephone# : [phone]
Type of Operation : Feeder to Finish Swine
Number of Animals : 2880 hogs 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
21-1.0217 adopted by the Environmental Management Commission.

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2880 hogs X 1.9 tons waste/hogs/year= 5472 tons
AMOUNT OF PLANT AVAILABLE NITROGEN (PAN) PRODUCED PER YEAR
2880 hogs X 2.3 Ibs PAN/hogs/year= 6624 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 �WC 1YPI=&CL.ASS- A COMM ACRES L S AW APPLIC.
DETERMINING PHASE CODE WACRE NIACRE USED TIME
2238 * 1 LYNCHBURG ALL C 150i 115 201 1.05 1211 MAR-JUN
2238 1 LYNCHBURG ALL c0 850, 62.05 0 1.05 65 APR-AUG
2238 1 LYNCHBURG ALL SB 39 150.93 0 1.05 158 APR-SEP 15
2238 1 LYNCHBURG ALL W 55 106.15 0 1.05 111 SEP-APR
2119 10 NORFOLK 2-6% C 135 108.25 20 4.26 461 MAR-JUN
2119 * 10 NORFOLK 2-6% CO 858 76.362 0 4.26 325 APR-AUG
2119 10 NORFOLK 2-6% SB 341 132.94 0 4.26 566 APR-SEP 15
2119 10 NORFOLK 2-6% W 59 123.31 0 4.26 525 SEP-APR
2119 * 11 NORFOLK 2-6% C 135 108.25 20 5.56 602 MAR-JUN
2119 11 NORFOLK 2-6% co 858 76.362 0 5.561 425 APR-AUG
2119 11 INORFOLK 2-6% SB 1 34 132.94 0 5.56 739 APR-SEP 15
2119 11 INORFOLK 2-6% W I 59 123.311 0 5.56 686 SEP-APR
2119 12 NORFOLK 2-6% C 135 108.25 20 4.14 448 MAR-JUN
2119 12 NORFOLK 2-6% CO 858 76.362 0 4.14 316 APR-AUG
2119 12 NORFOLK 2-6% SB 34 132.94 0 4.14 550 APR-SEP 15
2119 * 12 NORFOLK 2-6% W 59 123.31 01 4.14 511 SEP-APR
2119 13 NORFOLK 2-6% C 135 108.25 201 3.741 4051 MAR-JUN
2119 I* 13 INORFOLK 2-6% SB 34 132.94 0 3.741497 APR-SEP 15
2119 13 INORFOLK 2-6% W 59 123.31 0 3.741 461 SEP-APR
2119 13 NORFOLK 2-6% CO 858 76.362 0 3.74 286 APR-AUG
2238 14 NORFOLK 2-6% C 135 108.25 20 2.81 304 MAR-JUN
2238 14 NORFOLK 2-6% CO 858 76.362 0 2.81 215 APR-AUG
2238 14 NORFOLK 2-6% SB 34 132.94 0 2.81 374 APR-SEP 15
2238 14 NORFOLK 2-6% W 59 123.31 0 2.81 347 SEP-APR
2238 * 15 NORFOLK 2-6% C 135 108.25 20 3.15 341 MAR-JUN
2238 * 15 NORFOLK 2-6% c0 858 76.362 0 3.15 241 APR-AUG
2238 15 NORFOLK 2-6% SB 34 132.94 0 3.15 4191 APR-SEP 15
2238 15 NORFOLK 2-6% W 59 123.31 0 3.15 388 SEP-APR
2238 16 NORFOLK 2-6% C 135 108.25 20 3.84 4161 MAR-JUN
2238 16 NORFOLK 2-6% CO 858 76.362 0 3.84 2931 APR-AUG
2238 16 NORFOLK 2-6% SB 34 132.94 0 3.84 5101 APR-SEP 15
2238 i* 16 NORFOLK 2-6% W 59 123.31 0 3.84 4741 SEP-APR
2238 * 17 NORFOLK 2-6% C 135 108.25 20 4.07 441 MAR-JUN
2238 17 NORFOLK 2-6% CO 858 76.362 0 4.07 311 APR-AUG
2238 17 NORFOLK 2-6% SB 34 132.94 0 4.07 541 APR-SEP 15
2238 17 NORFOLK 2-6% W 59 123.31 0 4.07 502 SEP-APR
2238 * 18 NORFOLK 2-6% C 135 108.25 20 4.3 465 MAR-JUN
2238 18 NORFOLK 2-6% CO 858 76.362 01 4.3 328 APR-AUG
2238 18 NORFOLK 2-6% SB 34 132.94 01 4.3 572 APR-SEP 15
2238 * 18 NORFOLK 2-6% W 59 123.31 0 4.3 530 SEP-APR
2238 19 NORFOLK 2-6% C 135 108.25 201 4.98 539 MAR-JUN
Page 2

2238 * 19 NORFOLK 2-6% CO 8581 76.3621 0 4.98 3801 APR-AUG
2238 * 19 NORFOLK 2-6% 1 SB 1 341 132.94 0 4.98 6621 APR-SEP 15
2238 19 NORFOLK 2-6% W 591 123.31 0 4.98 6141 SEP APR
2238 * 2 LYNCHBURG ALL C 150 115 201 4.23 486 MAR-JUN
2238 2 LYNCHBURG ALL CO 850 62.05 01 4.23 262 APR-AUG
2238 2 LYNCHBURG ALL SB 39 150.93 01 4.23 638 APR-SEP 15
2238 2 LYNCHBURG ALL W 55 106.15 0 4.23 449 SEPAPR
2238 * 3 PANTEGO DRAINED C 162 130.66 20 4.94 645 MAR-JUN
2238 * 3 PANTEGO DRAINED CO 825 66.825 0 4.94 330 APR AUG
2238 3 PANTEGO DRAINED SB 42 163.38 0 4.94 807 APR-SEP 15
2238 * 3 PANTEGO DRAINED W 60 120.6 01 4.94 596 SEP APR
2238 5 GOLDSBORO 0-2% C 156 128.2 20 3 385 MAR-JUN
2238 * 5 GOLDSBORO 0-2% CO 925 82.325 0 3 247 APR-AUG
2238 5 GOLDSBORO 0-2% SB 38 148.58 0 3 4461 APR-SEP 15
2238 * 5 GOLDSBORO 0-2% W 651 135.85 0 3 4081 SEP-APR
2238 6 GOLDSBORO 0-2% C 156 128.2 20 4.4 564' MAR-JUN
2238 1* 6 IGOLDSE30RO 0-2% CO 925 82.325 0 4.4 362 APR-AUG
2238 6 GOLDSBORO 0-2% SB 381 148.58 0 4.4 654 APR-SEP 15
2238 6 IGOLDSBORO 0-2% W 651 135.85 0 4.4 598 SEP-APR
2238 7 GOLDSBORO 0-2% C 1561 128.2 20 4.9 6281 MAR-JUN
2238 * 7 GOLDSBORO 0-2% CO 9251 82.325 0 4.9 403 APR-AUG
2238 * 7 GOLDSBORO 0-2% SB 381 148.58 0 4.9 728 APR-SEP 15
2238 7 GOLDSBORO 0-2% W 65 135.85 0 4.9 666 SEPAPR
2238 8 BLANTON 0-5% C 71 50.29 20 4.2 211 MAR-JUN
2238 * 8 BLANTON 0-5% CO 490 50.96 0 4.2 214 APR AUG
2238 * 8 BLANTON 0-5% SB 21 83.16 0 4.2 349 APR-SEP 15
2238 8 BLANTON 0-5% W 34 81.6 0 4.2 343 SEP-APR
2119 9 NORFOLK 2-6% C 135 108.25 20 2.39 259 MAR-JUN
2119 9 NORFOLK 2-6% CO 858 76.3621 0 2.39 183 APR-AUG
2119 9 NORFOLK 2-6% SB 34 132.94 01 2.39 318 APR-SEP 15
2119 9 NORFOLK 2-6% W 59 123.31 01 2.39 295 SEP APR
2239/971 * CP BONNEAU 0-6% C V44102.08
20 25 2050 MAR-JUN
2239/971 * CP BONNEAU 0-6% CO 0 25 1921 APR-AUG
2239/971 CP BONNEAU 0-6% SB 0 25 2488 APR-SEP 15
2239/971 * CP BONNEAU 0-6% W 0 25 25521 SEPT APR
TOTALS: 13316.3
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 3

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
C CORN BUSHELS 1.25
CO COTTON POUNDS 0.12
CO COTTON
SB SOYBEANS BUSHELS 4
W WHEAT BUSHELS 2.4
W WHEAT
Page 4

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
N USED
TABLE 1 94.96 13,316
TOTALS: 94.96 13,316
AMOUNT OF N PRODUCED: 6,624
* BALANCE -6,692
*** 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 1065.6 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 1.56 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)
2119 *10,*11,*12,*13,*9 NORFOLK 2-6% CO 0.50 *1
2119 *10,*11,*12,*13,*9 NORFOLK 2-6% SB 0.50 *1
2119 *10,*11,*12,*13,*9 NORFOLK 2-6% W 0.50 *1
2119 *10,*il,*12,*13,*9 NORFOLK 2-6% C 0.50 *1
2238 *1,*2 LYNCHBURG ALL SB 0.50 *1
2238 *8 BLANTON 0-5% c 0.75 *1
2238 *8 BLANTON 0-5% CO 0.75 *1
2238 *8 BLANTON 0-5% SB 0.75 *1
2238 *8 BLANTON 0-5% W 0.75 *1
2238 *5,*6,*7 GOLDSBORO 0-2% C I 0.50 *1
2238 *5,*6,*7 GOLDSBORO 0-2% CO 0.50 *1
2238 *5,*6,*7 GOLDSBORO 0-2% SB 0.50 *1
2238 *5,*6,*7 GOLDSBORO 0-2% W I 0.50 *1
Page 5

2238 *1,*2 LYNCHBURG ALL CO 0.50 *1
2238 *1,*2 LYNCHBURG ALL W 0.50 *1
2238 *14,*15,*16,*17,*18,*19 NORFOLK 2-6% C 0.50 *1
2238 *14,*15,*16,*17,*18,*19 NORFOLK 2-6% CO 0.50 *1
2238 *14,*15,*16,*17,*18,*19 1 NORFOLK 2-6% SB 0.50 *1
2238 *14,*15,*16,*17,*18,*19 NORFOLK 2-6% W 0.50 *1
2238 *3 PANTEGO DRAINED C 0.45 *1
2238 *3 PANTEGO DRAINED CO 0.45 *1
2238 *3 PANTEGO DRAINED SB 0.45 *1
2238 *3 PANTEGO DRAINED W 0.45 *1
2238 *1,*2 LYNCHBURG ALL C 0.50 *1
2239/971 *CP BONNEAU 0-6% W 0.50 *1
2239/971 *CP BONNEAU 0-6% C 0.00 *1
2239/971 *CP IBONNEAU 0-6% 1 Co 0.00 *1
2239/971 *CP BONNEAU 0-6% SB 0.00 *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 6

NARRATIVE OF OPERATION
This WUP has been revised to reflect wettable acres with the map and WUP acres by
irrigation pulls. The most current FSA map was utilized (to scale: 1"=660'). The small grain
overseed will be removed by April 7 by grazing. No animal waste may be applied to the
grazed bermuda after August 31 and the small grain PAN will be applied in split applications;
Sept. 15- October 30 and in February and March.
20 Ibs of N has been deducted from the corn crop that will follow soybeans for residual
nitrogen.
This WUP has been revised adding pulls 14, 15, 16, 17, 18, 19/tract 2238. All information
was added to the irrigation system design parameters sheet and to the traveling irrigation
settings. All wettable acres and information was approved by Jim Lynch a Certified Irrigation
Design Specialist. Pull #4 was also removed from the plan.
All information was used from WUP written by Craig Westerbeek on 10/27/05, pulls 1 thru 13
and included center pivot.
All realistic yields were updated to reflect this new WUP plan written on 1/19/15.
Grower has the option to us 100 lb for a winter annual and 100 lb of PAN for a summer
annual if planted. He can also us a 30 lb green maure PAN if he would choose to plant winter
annual a spray. The 30 Ibs will need to be subtracted from the next crop
Page 7

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 8

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.
*1 S. 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 9

Agriculture regulations.
* Liquid Systems
Page 10

NAME OF FARM: Danny Kornegay Farm
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 OW ER: Danny Kornegay
SIGNATURE: 4/ ' DATE: N,�'/S
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: DATE:
MAR 3-8 2019
waw auamw
Rer;*md0crs8vr
Page 11

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�_ � :fir. •_=�wa'£Y..r"F €- :� - _ � '� �`-
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.iolen� in yo�ny F.r�►A Restricted Use or specific determination oflhe area. Refer to your original
Umited Reshictions determination(CPX028 and aBached maps)for exact weNan
boundaries and daterminedons,or contact NRCS. ACr es• ( �i� H>;U CA P
Ex >R from Co nervation Cah fiance Provisions
�2 6.59
/3 2.69
4 18.zz -''—!3.'..�
R°r�Ci"� �f` )0 nt r�
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Total Cropland Acres
1 - 32.9

Wetland Determination Id_ '.ers Dlsclefiner:Wetland Identifiers do not represent the size•shape,
+�®hnst!'' County FSA 0 Restricted Use orspacillc determination oflhearea.Rotor to your orl original
N7 Llmiled Restrictions determination(CPA-026 and attached maps)for exact wetland acres
:op E L CRP
Farm 2,..10 Tract 2'11 Imundarles end determinations,orcontact NRCS.
Exam from Conservation Com fence Provialons
1 6.05
"2 25.30
3 1.31
}}
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7-70
• '� , a1r
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% 0 A 800 1200 1600
rp-for FSA p
Total Cropland Acres
32.7

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size: 0.96 inches
Sprinkler Pressure: 70 psi
Flowrate(GPM): 150.7 gpm *based on calibration done
Wetted Diameter: 280 feet 7/29/2005
Lane Spacings
Desired Spacing (%): 70 %
Design Spacing(feet): 196 *PVC irrigation pipe normally comes in 20'pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 200 feet
Actual Spacing (%): 71 %
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= 0.58 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app. (in.)= 0.5 inches
300 degree arc= 2.42 ft/min
220 degree arc= 2.90 ft/min
180 degree arc= 4.84 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= 1.71 ft/sec.
Page 1

Acreage calculations
Pull No. Width Length Start Stop Total Acres
1 280 0 0.57 0.48 1.05
2 240 558 0.64 0.52 4.23
3 240 686 0.64 0.52 4.94
4 280 802 0.57 0.48 6.21
5 135 759 0.37 0.26 2.98
6 200 741 0.57 0.46 4.43
7 240 672 0.64 0.52 4.86
8 280 522 0.43 0.36 4.15
9 240 223 0.64 0.52 2.39
10 200 704 0.57 0.46 4.26
11 240 799 0.64 0.52 5.56
12 209.2 701 0.42 0.35 4.14
13 209.2 618 0.42 0.35 �3.7 �
f l
MY
7
cP ems=

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Dan Kornegay Farm County: Johnston
Address: 610 Worley Rd.
Princeton, NC 27569 Date: 10/26/2005
Telephone: [phone] o-q i I
Table 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slope% Croo(s) (In/hr) (inches) Comments
1 1.05 Ly <5
2 4.23 Ly <5 19a 0.5 1
3 4.94 Pn <5 `_ / c 0.4 1
4 6.21 UcC <5 Aga ", 0.4 1
5 2.98 GoA <5. Row Crops/ 0.4 1 *change of arc required
6 4.43 GoA <5 Row Crops 0.4 1
7 4.86 GoA <5 Row Crops 0.4 1
8 4.15 BnA/NoA <5 Row Crops 0.4 1
9 2.39 NoB <5 �'��z 0.5 1
n
10 4.26 NoB <5 dQe� / 0.5 1
11 5.56 NoB <5 ` 60 , 1 0.5 1
12 4.14 NoB <5 ,., 0.5 1
13 3.74 NoB <5 � 0.5 1

Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Dan Kornegay Farm County: Johnston
Address: 610 Worley Rd.
Princeton, NC 27569 Date: 10/26/2005
Telephone: (919)936 o a I
Table 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slo e% CroD(s) (In/hr) inches Comments
1 1.05 Ly <5 F . ' E _ 0.5 1
2 4.23 Ly <5 t�✓7 .J 0.5 1
3 4.94 Pn <5 Y
0.4 1
4 6.21 U cC <5 ,� 0.4 1
5 2.98 GoA <5 Row Crop 0.4 1 change of arc required
6 4.43 GoA <5 Row Crops 0.4 1
7 4.86 GoA <5 Row Crops 0.4 1
8 4.15 BnA/NoA <5 Row Crops 0.4 1
9 2.39 NoB <57 /�P� _ 0.5 1
10 4.26 NoB <5 iQ� 0.5 1
11 5.56 NoB <5 � I 0.5 1
12 4.14 NoB <5 „ _ 0.5 1
13 3.74 NoB <5 fQ� '�„ 0.5 1
H 2- / 1/^ e-y a
f
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a

w.
TABLE 2 -Travelling Irrigation Gun Settings
Make, Model and Type of Equipment:. Cadman 3750 Reel
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. ft/min in/hr.) Width ft. Length ft (feet) Inches at Gun(psi) at reel(psi) Pattern Comments-Acres per pull
1 2.42 0.35 280 0 280 0.97 70 100 330 1.05
2 2.42 0.35 240 558 280 0.97 70 100 330 4.23
3 2.42 0.35 240 686 280 0.97 70 100 330 4.94
4 2.42 0.35 280 802 280 0.97 70 100 330 6.21
5 2.9 0.48 135 759 280 0.97 70 100 220 2.98
6 2.42 0.35 200 741 280 0.97 70 100 330 4.43
7 2.42 0.35 240 672 280 0.97 70 100 330 4.86
8 2.42 0.35 280 522 280 0.97 70 100 330 4.15
9 2.42 0.35 240 223 280 0.97 70 100 330 2.39
10 2.42 0.35 200 704 280 0.97 70 100 330 4.26
11 2.42 0.35 240 799 280 0.97 70 100 330 5.56
12 2.42 0.35 209.2 701 280 0.97 70 100 330 4.14
13 2.42 0.35 209.2 618 280 0.97 70 100 330 3.74

Sheet2
TABLE 2-Travelling Irrigation Gun Settings
Make, Model and Type of Equipment:. Cadman 3750 Reel
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min) (in/hr.) Width(ft.) Length ft feet (Inches) at Gun(psi) at reel(psi) Pattern Comments-Acres-Per pull
1 2.42 0.35 280 0 280 0.97 70 100 330 1 1.05
2 2.42 0.35 240 558 280 0.97 70 100 330 4.23
3 2.42 0.35 240 686 280 0.97 70 100 330 4.94
4 2.42 0.35 280 802 280 0.97 70 100 330 6.21
5 2.9 0.48 135 759 280 0.97 70 100 220 2.98
6 2.42 0.35 200 741 280 0.97 70 100 330 4.43
7 2.42 0.35 240 672 280 0.97 70 100 330 4.86
8 2.42 0.35 280 522 280 0.97 70 100 330 4.15
9 2.42 0.35 240 223 280 0.97 70 100 330 2.39
10 2.42 0.35 200 704 280 0.97 70 100 330 4.26
11 2.42 0.35 240 799 280 0.97 70 100 330 5.56
12 2.42 0.35 209.2 701 280 0.97 70 100 330 4.14
13 2.42 0.35 209.2 618 228c09 0.97 70 100 330 3.74
�, `. 2 . 2 S .c. s 0 r (2 - 17 0 / •� W .�v s
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Sheet4
TABLE 4 - Irrigation System Specifications
i Traveling Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler(gpm) 150.7
Operating Pressure at Pump (psi) 99.3
Design Precipitation Rate (in/hr) 0.29
Hose Length (feet) 1100 xxxxx xx
Type of Speed Compensation Mechanical xxxxx xx
Pump Type (PTO, Engine, Electric) Engine
Pump Power Requirement(hp) 19.4
TABLE 5-Thrust Block Specifications
THRUST BLOCK
LOCATION AREA(sq.ft.)
90 degree bend 4.94
Dead End 3.5
Tee 2.45
Gate Valve 3.5
45 degree bend 2.66
Pagel

LAc00N S=NIARY SLILE1' & TYPICAL CIWSS-SECTI0N
I 'rap Width
Settled top of darn:---`�D 0 ' - - 4 �� �" Construct top of dui,
Xe:��,XQ� o 1� 3Natt.tral grOUnd L�lev.------------------ -.._--_�of
�Eae
____ ...Cutl
--f— UFpth deter mind by
DQpQnd:i on cyc.tipmt;rnL � -��. S C S' on aito
Scarc land applicacion2 Scop land applic:rcion
_________1'umpurary Volume ^
-- ---- ---------------J-----------
Dent
suppor t— Trcacmenc Volume
91. io !
Z•S Top of Sludge elev. AIA 2•S
Sludge 4%ccu,i,LtlLitiOn
butta,n elev. ZS•O
LALeaa f PAD
Lagoon size: LPc�gth 7.S Width aZ.lO Cu. YdSi cxccvi:%ted 18 6 8
BENCH PIAftl: DE SCR I p 1-I QN: 1- IAJ WAi2EF - /iverr "
- _ Elevation: - O, p Ell
GENERAL INFORMATION LAGOON 1=0Fi ANIMAL W,;STE
JOB CLASS:
�!/ (SINGLE STAGE)
HAZARD CLASS: + " �A�ld - � y FAR I
ANIMAL TYPE & NUMHER:288D ,BEAD STf-1T1=
KIND OF OPERATION:
U. S. DEPARTMENT 01= AORICULTURE
NOTE: If constructic-in it; not SOIL CONSERVATION SERVICE.
started within one year , thiis DESIGNED BY: i
p1 etn its not valid un t i 1 rE?- fif"FIF:QVED BY:
Oval u�ation of florid plaits •ior TITLE: _ ' 9,T.-
aa-fety hazard is, mac.le. -
1)/17L: _ JI

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one ( 1)
inch in diameter shall be removed to a minimum depth of one ( 1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material. Lagoon site (and pad site if needed) to be
stripped of topsoil (3" ) and stockpiled for use on dike and pad
slopes (2-3" ) . The topsoiling quantity is in excess of amounts
specified on page one (1) .
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans. Rerno✓e, the 1-� '� �ay�py o �' S f Ma-�.eAtat 0, Ea-,4 S�`c�e o,- �aYcen)
lye eO x. /so
s/e�1..�J LJrI� hdUt OZ /hin . /
Construction: '%-------------
Construction of of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 6" lifts and not placed in standing water. Compaction shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten ( 10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered they will need to
be excavate a minimum of one ( 1-foot below grade and backfilled and
compacte with a SCS approved material (ie-_CL,SC,CH) . Refer to the soil
investigation in in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction according to seeding specifications sheet.

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U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner D fi Af J Y k'( eAl E 14 Y County ^ To FI ua7'o til
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam i2- Ft. Length of Flood Pool 2 10 Ft.
Date of Field Hazard Investigation____:1-7 7 -f3 _
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
• Est. Elev. :Est. Elevation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use : Improvements : Above :Floodwater Above
Flood Plain: Flood Plain
- Ft. Ft. - % Ft. Ft.
• ov
1 1000 • zoo 1.5
a US 00>5 : F44eP PLA/'j -Mo E'
2 ���}�aoo �l000 • .05
S 1407:
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach APXARevr Pa 7ExJrj4L_ "=ax .Cods
rAid o i4z2,Jj, ore. _��20BAB�e Fd d,Ce-
t.tl OJ 4�`-KLA A4 .Y CI✓
Hazard Classification of Dam (a, b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III , IV, V) dr.tlC IACr
By �/ rr,�-1� /a, � t4,Z--7, Date - /4 —93
name (title)
Concurred By Qct C_ Date
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

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SCS-ENG-538
Re, 5-70 U. S. DEPARTMENT OF AGRICULTURE
SOIL CQNSERVATION SERVICE
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
FARMER'S NAME DA/t& P/J4:5614 DISTRICT
DATE COUNTY tea. ✓ a.
S. C. S. PHOTO SHEET NO. e:l�_ _ WORK UNrr�t-ca
WATERSHEC AREA MEASUREMENTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL � �(�� AI�t��[ L -•
ACRES POND CLASS WORK UNIT CONSERVATIO;: IST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS WERE MADE (Approx. scale Ir'= feet)
Locau r.•lerence Pnrnt sn center line o/dam and idmtily on sketch.
!j
1
�I
i
I I • � C I E I
I
I D6jr fi0°I
I I
SHOW BORING NU311FR AND Pl{OE'1LE
DE.ym ".fa*e and t.st dam-sdr and SPlilway bonnys Hrst.thrn Ponded arm and bomrw pit Donn s•se
'Con an bau s..hery necessary) Show wore, (able alewnons on darn-We y Da rule with yemns!nrd Lnr.
SCALE xfe 6onnys.
44
49 7Cprr! 5-10 0" ZZr v �2 s
z �a cc
0
C —
w7 I
IGI - 4-" „
I --
c �
BORINGS MADE BY
SIGNATURE & "TITLE:

TYPES OF MATERIAL ENCOUNTERED IN BORINGS
(Use one of systems below)
R
UNIFIED CLASSIFICATION:.- '. USD'A'GIA=SSIFICATION
GW-Well graded gravels; gravel, sand mix g-gravel
GP-Poorly graded gravels s-sand
GM-Silty gravels; gravel-sand-silt mix vfs-very fine sand
GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam
SW-Well graded sands; sand-grovel mix fsl-fine sandy loam
SP-Poorly graded sands 1-loam
SM-Silty sand gl-gravelly loam
SC-Clayey sands; sand-clay mixtures si-silt
ML-Silts;silty,v.fine sands;sandy or clayey silt sil-silt loam
CL-Clays of low to medium plasticity cl-clay loam
CH-Inorganic clays of high plasticity sicl-silty clay loam
MH-Elastic silts scl-sandy clay loam
OL-Organic silts and silty clays, low plasticity sic-silty clay
OH-Organic clays, medium to high plasticity c-clay
1. Suitable material for embankinant is available ®Yea No (Indicate inhere 10 -I" on M. sketch on
no'.r�.,IdeJ
REMARKS:
2 Explain hazarda requiring special attention is design !Seepage• ,.urtfw..m, k e,uj
GENERAL. REMARKS:
ly
5 -
ia'
I I I I
I
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— Yer

Operator:D. Kornegay County: Johnston Date: 06/07/93
Distance to nearest residence (other than owner) : 1200.0 feet
1. STEADY STATE LIVE WEIGHT
0 sows ( farrow to finish) x 1417 lbs. = 0 lbs
0 sows ( farrow to feeder) x 522 lbs. = 0 lbs
2880 head ( finishing only) x 135 lbs. = 388800 lbs
0 sows ( farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 388800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. SSLW x Treatment Volume(CF) /lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 388800 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet - lanolowne►- re- we-r¢ed "o -/u4 r-
4 . TOTAL DESIGN VOLUME
s2La ray e
Inside top length 325.0 feet ; Inside top width 210.0 feet
Top of dike at elevation 40.0 feet
Freeboard 1.0 feet ; Side slopes 2.5 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 39.0 feet
Bottom of lagoon elevation 28.0 feet
Seasonal high water table elevation 33.8 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2. 5 2.5 320.0 205.0 11.00
AREA OF TOP
LENGTH * WIDTH =
320.0 205.0 65600 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
265.0 150.0 39750 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
292.5 177. 5 207675 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
65600.0 207675.0 39750.0 1_8
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 573879 CU. FT.

5 . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
325 .0 210.0 68250.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 68250.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 388800 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 95178 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume - 39812.5 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 6. 7 inches / 12 inches per foot * DA
Volume = 38106.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 95178 cubic feet
5B. 0 cubic feet
5C. 39813 cubic feet
5D. 38106 cubic feet
TOTAL 173097 cubic feet
6. SUMMARY
Total required volume 561897 cubic feet
Total design volume avail. 573879 cubic feet
Min. req. treatment volume plus sludge accumulation 388800 cu feet
At elev. 36.0 feet ; Volume is 388667 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 535773 cubic feet
At elev. 38.3 feet ; Volume is 528599 cubic feet (start pumping)
Seasonal high water table elevation 33.8 feet
7. DESIGNED BY: APPROVED BY: C aA-a_�''•
DATE: VP7kic-13
HDI� xv�,!tJG DATE: d,
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each 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 on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet) .
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 pump-out of the lagoon when fluid level reaches eleva-
tion 38.3 as marked by permanent marker. Stop pump-out when
the fluid level reaches elevation 36.0 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) . The design temporary storage, less 25 year storm
is 134991 cubic feet or 1009731 gallons. As stated before, this
volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is
one ( 1) inch and the recommended maximum application rate is 0.3
inch per hour.
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.
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 RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 3 .0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS @ 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
24 LBS. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE GRAIN @ 30 LBS. /ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
RECEWEMWCDEQM
3000 LBS. OF 10-10-10 FERTILIZER ( 1000 LBS. /ACRE)
6 TONS OF DOLOMITIC LIME ( 2 TONS/ACRE) MAR 2 S 2019
Wabr oua6ity
300 BALES OF SMALL GRAIN STRAW ( 100 BALES/ACRE) 1 'ad®perevrsSecfvn
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
Grid cell size: 5. 99 by 6.00
Original drawing scale: 50.00 ft/in
----------------------------------------------
----------------------------------------------
Project: Danny Kornegay
Drawing: Drawing 4
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
----------------------------------------------
----------------------------------------------
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 06/07/93 Time: 13:57:47
----------------------------------------------
----------------------------------------------
Final surface: Proposed
Initial surface: Existing
Tight Volumes Expansion Expanded Volumes
gut 18648.38 0.00 18648.38
Fill 11963. 31 25.00 14954. 14
Difference 6685. 07 Net Export 3694.24
All volumes are in cubic yards.

----------------------------------------------
----------------------------------------------
Site Balance Report
Grid cell size: 5.99 by 6.00
Original drawing scale: 50.00 ft/in
----------------------------------------------
----------------------------------------------
Project: Danny Kornegay
Drawing: Drawing 4
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
----------------------------------------------
----------------------------------------------
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 06/07/93 Time: 13:56:48
----------------------------------------------
----------------------------------------------
r
Final surface: Proposed
Initial surface: Existing
There are no "Proposed" structures.
Fill shrink/swell percent: 25.00 Cut shrink/swell percent: 0.00
Balancing to 0.0 +/- 10.0 cubic yards
delta Cut Fill Cut - Fill
0.000 18648.38 14954. 14 3694.24
0.423 16418.04 16800.86 -382.82
0.383 16619.26 16617. 17 2. 08
Raise "Proposed" by 0.383 feet.

Orientation: -225.0 Z Magnification: 10.0 Inclination: 15.0
t tl� ti t� tt -
55.00�'
• • 11 till � tl ti��'1 tl��'i � 111tit f
.. � ti t t � ti ttlV�-t1 tllltillll�t I�
50.00 111' �����i� ��� it11111111tt1t
• �ittlt �i� �� Ilttll�llltl ,�� .
45.0e �1111 1 Illl t�k111n111
t y�1 ��tt111r� n,iA •15111�1t1l111`tllilll �
y5 i `��,��t� t yyyy``yyyyyy yyttyyyyttyy y
40.00•...•• ` lti�I�����1�1�L���tlSl��1�115111�����111157��� �!"''•••.. .
.•���ti`��������ti�����ttmoo tltllt111t11t111����t1�11111,�
35.00 tlt tiltlllilttlt11t1111111 �lutt��tlt����ui
. r� ��.. «lu�u�litttilui tiltti�tti�ut�ui�tut��t� '•.
30.e0•••••. . tlt'� 11 tlltllllt 1 tlltilltll�`llltt1tt11111111t1111t1t
.. 1 � :t111ttillllt.11tt111111� :11111t111t1111�.1t11ttii111
25.00
Upper Right
3D Mesh Surface
3D Mesh Surface
Proposed
Project: Danny Kornegay
Drawing: Drawing 4
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 06/07/93 Time: 13:49:43

Daylight Perimeter F'
32.00
8.00-• --------------•----
- -• ----- - �
Slopi g area 4
47
33.00
Slop-in are 4
4
28.00 35.00
28.0
37.00
r:'2:f'.ili�l7 ----------------------
Sloping area 4
1..&IC -'�00 --- - ------ }`s:` "fir
_..
'I IaI�I ;.'• :JI r`...•rvl 4- i. I ,�._.. r i. f I t..;1. r � .N4.1
3,1.00
33.00 -
i
35.00
,37.00
it � � � c�•"EA(9i
' 9.00
F 1.00
43.00
4,?,�..0o
.0. ,., ....- f
0 ..„ .:..
........ ?.50
Report: Plan View Cross-section Locations
Project: Danny Kornegay
Drawing: Drawing 4
Surface: Proposed
Prepared by: GOLDSBORO HOG FARM using SITEWORK
' Date: 06/07/93 Time: 14:10:08
0 80 160 ..Scale: 80 ftiin

Cross-Section Plots
Digitized Points t
Horiz. scale: 100 ftiin Vert. scale:-7 ftiin
Protect: Danny Kornegay
Drawing: Drawing 4
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK—
Date: 06/07/93 Time: 14:13:43
46.0 A - A'
42.5 ....................................................................................................................................... .
39.0 .................................................. ........ .......,.........."..............."...
Prop 3sed
35.5 ..................... .................................... ....... ............... ...
32.0 ............................... .. ...........
.....................................................
28.5 ....................................................... .. - .._ Ex i s i ng
25.0 ................................................"............................"...................,..................... .............. ......"..........................................,...............
21.5 400.7

A`a3o,nt of Plant Available Nitrogen Produced Per Year :
rJ
88D animals x �_ lbs. - N/animal/year = 6��� lbs . /yr
Available N
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 . Your facility is designed for ieo days of
storage. Therefore, it will need to be pumped every b
months.
Tract Field Soil Crop Yield Lbs. N Acres Lbs . N Month to
No : No : Type Per A ::. Used Apply I
d938 J
eoQ3fa� / Pry �S�cc��ISfirC�
Ce4 .,/ R v- o' v f,0 610
ail J-q T, o 0 J10 /
s36 6bc„✓ �cas a sf�,b�if,`i�
06 � 3- Tn vo ,ss 1 21-34 C /
83hlhbco" Boas Ad ec!
5 3- w c7 �Sp a(� 11 //
N­rk hf9 Gal�sb�' �s r(��i36ic�
Eas 3 a W-�,- ca Ta g`To»5 Db SDo �.Ooo
a3� 3-20 °
s �" s d ❑t 5 - / o o L3,:o s s2- is od,s
��Suche
o 6 ov s T., //00 i.6 G 66
s75-I1c�rQ I 1 '/
OGti a al 3—1 T n o200 A �stey�s�c
=4- dk Cv ;,V 3 90o 183 3 5,4-bk.jej
Total 4B. A Cam$
Available Nitrogen
Surplus Or Deficit--/V
Narrative of Operation:
�
1 C YLti i YP�( i✓1 f/ie 7`A Jar Y R 5 ci �5•�/ o /'G�c'a�c. ; !+n/ %3 Dr' �Dii]Q
Call the Sail and Water Conservation District Office after you
receive waste analysis report to obtain the amount per acre to
apply and the irrigation application rate prior to applying
waste.
Prepared by: �1/r "`�� y C-.l 6/D_9
Name Title Date •
6-1
Concurred in by: val l�-�• .- �
3
V P u er Date
(Copy to producer and copy to case file )

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"''.• r 4'• � T �� 3 �. •� ~�fh•.r� ate'? �' T�.' 'Y' ! .� y'k
ilea
1;7 �41a'fp1A''•
LI
140
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�� � q.�v7 '�=�,k� i•-_ •�. 15;��� �.• 1 �� �,.if �..._ �"� � �., �' yam• �-
(308
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i {'`"•• . x ,,F � � � - - - fig.r�r15

ATTACHMENT B
1 of 3
o r. h Ca r o l i 1 i .. 1 ; >- ;Cu 1 t a .i 1 F.. . . ?—i
Ao-ri.... '.-- Ste Management
Biological and Agricultural Engineering North Carolina State University
LIVESTOCK WASTE SAMPLING,- ANALYSIS AND CALCULATION
OF LAND APPLICATION RATES
James C. Barker*
I. SAMPLE COLLECTION
A. Semi-Solid -Lot:Hanure'.
i. Scraped directly from lot into spreader
a. From loaded spreader, collect about 2 lbs of manure from
different locations using nonmetallic collectors. ;
ii. From storage
a. Collect about 2 lbs of manure from under .the surface crust
avoiding bedding materials and using nonmetallic collectors.
B. .Liquid -Manure Slurry
i. Under-slotted-floor pit
a. Extend a 1/2" nonmetallic conduit open on. both ends into
manure to pit-floor.
b. Seal upper end.of conduit (e.g. . by'placing a thumb over end
of conduit) trapping manure that has entered lower end. remove
and empty slurry into plastic bucket or nonmetallic container.
e: Take subsamples from 5 or more locations or at least 1 quart.
d. Hix.and add about 3/4 pint to nonmetallic sample container.
ii. Exterior storage basin or-tank
a. Hake sure manure has been well mixed with a liquid manure
chopper-agitator pump. or propeller agitator.
b. Take subsamples from about 5 pit locations, from agitator pump.
or from manure spreader and place in a plastic bucket.
^r
* Professor and Extension Specialist, Biological and Agricultural Engineering'
Department, North Carolina State University, Raleigh, NC.
t -xj y'.
f�
Ai

2 of 3
c. Mix and add 3/4 pint to a nonmetallic sample container. i
C. Lagoon Liquid
J. Collect about 3/4 pint of recycled lagoon liquid from inflow pipe
to flush tanks in a nonmetallic sample container.
ii. From lagoon
a. Place a small-bottle (1/2 pint or less) on end of 10 pole.
b. Extend bottle 10-15' away from bank edge.
c. Brush away floating scum or debris.
d. Submerge bottle within l' of• liquid surface.
e.- Empty into a plastic bucket, repeat about 5 times around
lagoon, mix, .and add 3/4 pint to nonmetallic sample container.
D. Broiler or Turkey Litter
J. House litter
a. Visually inspect litter for areas of varying quality. e.g. .
areas around feeders and waterers, and estimate percent of
floor surface in each area.
b. Take about 5 litter subsamples at locations proportionate to
item a. E.g. , if 20% of litter of similar visual quality is
around feeders and waterers. take 1 subsample there and the
other 4 subsamples from remainder of floor surface.
c. -At each location, collect litter from a 6" by 6" area down to
earth floor and place in a plastic bucket.
d. After 5 subsamples have been added to the bucket, mix, and add
about -2-3 -lbs litter to a nonmetallic sample container such as
a 1-gallon freezer bag and seal.
ii. From stockpile
a. Take subsamples from about 5 -locations at least 18" into pile.
b. Mix, add 2-3 lbs to nonmetallic sample container and seal.
v � Y
c
liftr: .. '

ATTACHMENT B
3 of 3
II. SAMPLE PREPARATION AND TRANSFER
A. Place sample into an expandable container that can be sealed. Rinse
residues from container with clean water but do not use disinfectants,
soaps, or treat in any other way.
B. Pack sample in ice, refrigerate, freeze, or transfer to lab quickly.
C. Hand-delivery is most reliable way of sample transfer.
D. If mailed, protect sample container with packing material such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial sample containers and mailers are also available. Contacts:
i. A&L Eastern Agricultural Lab, Inc. iii. Polyfoam Packers Corp.
7621 Whitepine Road 2320 S. Foster Avenue
Richmond, VA 23237 Wheeling, IL 60090
Ph: [phone] Ph: [phone]
ii. Fisher Scientific Co. iv. NASCO
3315 Winton Road 901 Janesville Avenue
Raleigh, NC 27604 Fort Atkinson, WI 53538
Ph: [phone] Ph: [phone]
F. Private analytical labs are available, but sample analyses are costly.
G. The NCDA provides this service for North Carolina residents.
i. Address: North Carolina Department of Agriculture
Agronomic Division
Plant/Waste/Solution Advisory Section
Blue Ridge Road Center
P.O. Box 27647
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell
ii. Forward $4 along with the sample.
iii. Include the following identification information with sample:
a. Livestock species (dairy, swine, turkey, etc.)
b. Livestock usage (swine-nursery, finishing; turkey-breeders,
brooderhouse, grower, number flocks grown on litter; etc.)
c. Waste type (dairy-lot scraped manure, liquid slurry; swine-pit
slurry, lagoon liquid, sludge; broiler-house litter, stockpile
iv. Routine analyses performed on all samples: N, P, K, Ca, Mg, Na,
S, Fe, Mn, Zn, Cu. B
v. Additional analyses performed upon request: DM, Mo. Cd, Ni, Pb
Prc

State of North Carolina
Department of Environment
W'A
and Natural Resources 0 ■
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 10, 1998
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Danny Kornegay
Danny Kornegay Farm
610 Worley Rd
Princeton NC 27569
Farm Number: 51 -30
Dear Danny Komegay:
You are hereby notified that Danny Komegay Farm, in accordance with G.S. 143-215.1OC, must
apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your
farm has sixty (60) days to submit the attached application and all supporting documentation. In
accordance with Chapter 626 of 1995 Session Laws (Regular Session 1996),Section 19(c)(2), any
owner or operator who fails to submit an application by the date specified by the Department
SHALL NOT OPERATE the animal waste system after the specified date. Your application must
be returned within sixty (60) days of receipt of this letter. Failure to submit the application as required
may also subject your facility to a civil penalty and other enforcement actions for each day the facility is
operated following the due date of the application.
The attached application has been partially completed using information listed in your Animal
Waste Management Plan Certification Form. If any of the general or operation information listed is
incorrect please make corrections as noted on the application before returning the application package.
The signed original application, one copy of the signed application,two copies of a general location
map, and two copies of the Certified Animal Waste Management Plan must be returned to complete the
application package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non-Discharge Permitting Unit
Post Office Box 29535
Raleigh,NC 27626-0535
If you,have any questions concerning this letter,please call J R Joshi at(919)733-5083 extension
363 or Charles Alvarez with the Raleigh Regional Off.A at [phone].
Sincerely,
A. Preston Howard, Jr., P.E.
cc: Permit File (w/o encl.)
Raleigh Regional Office (w/o encl.)
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10% post-consumer paper

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non-Discharge Permit Application Form
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division,please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 Facility Name: Dannv Komegay Farm
1.2 Print Land Owner's name: Danny Kornegay
1.3 Mailing address: 610 Worley Rd
City,Stage: Princeton NC Zip: 27569
Telephone Number(include area code): 936-1201
1.4 County where facility is located: Johnston
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): SR 2529, 1.6 miles northwest of SR 1007. Farm on
northside of SR2529. '
1.6 Print Farm Manager's name(if different from Land Owner): TJ I A N F6 A�
1.7 Lessee's/Integrator's name(if applicable;please circle which type is listed): Goldsboro Hog Farms
1.8 Date Facility Originally Began Operation: 01/01/93
1.9 Date(s)of Facility Expansion(s)(if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.:_51_(county number);_3 0 (facility number).
2.2 Operation Description: Swine operation
Feeder to Finish
2880-Certified Design Capacity
Is the above information correct? yes; no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum num er or which the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No.of Animals Type of Cattle No.of Animals
Wean to Feeder Layer Dairy
Feeder to Finish Non-Layer Beef
Farrow to Wean(4 sow) Turkey
Farrow to Feeder(4 sow)
Farrow to Finish(#sow) _
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 5/28/98 Page 1 of 4 51 -30

2.3 Acreage cleared and available for application(excluding all required buffers and areas not covered by the application
system): 58.00 Required Acreage(as listed in the AWMP): 37.7
2.4 Number o lagoon storage ponds(circle which is applicable):
2.5 Are subsurface drains present within 100'of any of the application fields? YES or A
(please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or (please circle one)
2.7 Does this facility meet all applicable siting requirements?(Swine Farm Siting Act,NRCS Standards,etc.)(Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited?
What was the date that this facility's land application areas were sited?
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing.your initials in the.space provided next to each
item.
Appli-,ants Initials
3.1 One completed and signed original and one copy of the application for General Permit-Animal `
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan(CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations. f�
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan(WUP)must include the amount of Plant Available
Nitrogen(PAN)produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields(e.g.irrigation,
injection,etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation(RYE)for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation(design,calculations,etc.). Please be
sure to include any site evaluations,wetland determinations,or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan. /
If your CAWMP includes any components not shown on this list,please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 51 -30

Facility Number: 51 -30
Facility Name: Danny Kornegay Farm
4.4apppli
CANT'S CERTIFICATION:
I, (Land Owner's name listed in question 1.2),attest that
(Facility name listed in question 1.1)
th for 'Y RP G '� ( Ty
that if all
has been reviewed by m�an s accurate a d complete to the best of my knowledge. I understand required parts io this
application are not completed and that if all required supporting information and attachments are not included,this application
package will etumed to me a incomplete. Q
Signature Date
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, b 9 N G l y (Manager's name listed in question 1.6), attest that this
application for �NNY OAAJ Y �f}K (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of This
application are not completed and that if all required supporting information and attachments are not included,this application
package will be returne as incomplete.
Date
Signature
THE COMPLETED APPLICATION PACKAGE,INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON-DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RA.LEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
i
FORM: AWO-G-E 5/28/98 Page 3 of 4 51-30

State of North CarolinaIF
Department of Environment
and Natural Resources Arm )d=
■
Division of Water Quality
James B. Hunt, Jr., Governor
Wayne McDevitt, Secretary
A. Preston Howard, Jr., P.E., Director NCDENR
NORTH CAROLINA DEPARTMENT OF
ENVIRONMENT AND NATURAL RESOURCES
July 10, 1998
CERTIFIED MAIL
RETURN RECEIPT REQUESTED
Danny Kornegay
Danny Kornegay Farm
610 Worley Rd
Princeton NC 27569
Farm Number: 51 -30
Dear Danny Kornegay:
You are hereby notified that Danny Kornegay Farm, in accordance with G.S. 143-215.10C,must
apply for coverage under an Animal Waste Operation General Permit. Upon receipt of this letter, your
farm has sixty (60) days to submit the attached application and all supporting documentation. In
accordance with Chapter 626 of 1995 Session Laws (Regular Session 1996), Section 19(c)(2), any
owner or operator who fails to submit an application by the date specified by the Department
SHALL NOT OPERATE the animal waste system after the specified date. Your application must
be returned within sixty (60) days of receipt of this letter. Failure to submit the application as required
may also subject your facility to a civil penalty and other enforcement actions for each day the facility is
operated following the due date of the application.
The attached application has been partially completed using information listed in your Animal
Waste Management Plan Certification Form. If any of the general or operation information listed is
incorrect please make corrections as noted on the application before returning the application package.
The signed original application, one copy of the signed application,two copies of a general location
map, and two copies of the Certified Animal Waste Management Plan must be returned to complete the
application package. The completed package should be sent to the following address:
North Carolina Division of Water Quality
Water Quality Section
Non-Discharge Permitting Unit
Post Office Box 29535
Raleigh,NC 27626-0535
If you have any questions concerning this letter, please call J R Joshi at(919)733-5083 extension
363 or Charles Alvarez with the Raleigh Regional Office at [phone].
Sincerely,
n
`fir✓A. Preston Howard, Jr.,P.E.
cc: Permit File (w/o encl.) III
Raleigh Regional Office (w/o encl.)
P.O. Box 29535, Raleigh, North Carolina 27626-0535 Telephone [phone] FAX [phone]
An Equal Opportunity Affirmative Action Employer 50% recycled/10%post-consumer paper

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non-Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
1. GENERAL INFORMATION:
1.1 Facility Name: Danny Kornegay Farm
1.2 Print Land Owner's name: Danny Kornega
1.3 Mailing address: 610 Worley Rd
City, State: Princeton NC Zip: 27569
Telephone Number(include area code): 936-1201
1.4 County where facility is located: Johnston
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): SR 2529, 1.6 miles northwest of SR 1007. Farm on
northside of SR2529. _
1.6 Print Farm Manager's name(if different from Land Owner): 1) A 1J 49,N FG AY
1.7 Lessee's/Integrator's name(if applicable;please circle which type is listed): Goldsboro Hog Farms
1.8 Date Facility Originally Began Operation: 01/01/93
1.9 Date(s)of Facility Expansion(s)(if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.:_51 (county number);_30 (facility number).
2.2 Operation Description: Swine operation
Feeder to Finish
2880-Certified Design Capacity
Is the above information correct? yes; no. If no, correct below using the design capacity of the facility
The "No.of Animals"should be the maximum num er or which the waste management structures were designed.
Type of Swine No.of Animals Type of Poultry No.of Animals Type of Cattle No. of Animals
Wean to Feeder Layer Dairy
Feeder to Finish Non-Layer Beef
Farrow to Wean(#sow) Turkey
Farrow to Feeder(#sow)
Farrow to Finish(#sow)
Other Type of Livestock on the farm: No. of Animals:
FORM: AWO-G-E 5/28/98 Page 1 of 4 51 -30

2.3 Acreage cleared and available for application(excluding all required buffers and areas not covered by the application
system): 58.00 ; Required Acreage(as listed in the AWMP): 37.7
2.4 Number o lagoon storage ponds(circle which is applicable): 1
2.5 Are subsurface drains present within 100'of any of the application fields? YES or NO (please circle one)
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO (please circle one)
2.7 Does this facility meet all applicable siting requirements?(Swine Farm Siting Act,NRCS Standards,etc.)(Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? 3'11-q3,
What was the date that this facility's land application areas were sited?
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing.your initials in the.space provided next to each
item.
Applicants Initials
3.1 One completed and signed original and one copy of the application for General Permit-Animal
Waste Operations; l
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied; i r`
3.3 Two copies of the entire Certified Animal Waste Management Plan(CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations. X
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan(WUP)must include the amount of Plant Available
Nitrogen(PAN)produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields(e.g.irrigation,
injection,etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation(RYE)for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen bezt.management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation(design, calculations, etc.). Please be
sure to include any site evaluations,wetland determinations,or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list,please include the
additional components with your submittal.
RECENEMICOEMM
MAR $-8 2019
w8wouepty
RKI* efo 1o,7.sSP^VP
FORM: AWO-G-E 5/28/98 Page 2 of 4 51 -

Facility Number: 51 -30
Facility Name: Danny Kornegay Farm
4. PPLICANT'S CERTIFICATION:
1, (Land Owner's name listed in question 1.2), attest that
--,-& - -7
this appliY- ion for Y AA Y (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included,this application
package will turned to me a incomplete. �}
Signature Date
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, aa t2 6)�lvG G 4 ! (Manager's name listed in question 1.6), attest that this
application for OA/ujyY eoRN,"64 y 6AP,t (Facility name listed in question 1.1)
has been reviewed-by me and is accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included,this application
package will be retume as incomplete., q
Signature Date e?
THE COMPLETED APPLICATION PACKAGE,INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
. WATER QUALITY SECTION
NON-DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
i
FORM: AWO-G-E 5/28/98 Page 3 of 4 51-30

Sheet1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Dan Kornegay Farm County: Johnston
Address: 610 Worley Rd.
Princeton, NC 27569 Date: 10/26/2065
Telephone: (919)936� o-ai i I
Table 1 -Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Field Rate Cycle
Number (acres) Soil Type Slope % CroD(S (In/hr (_inches) Comments
1 1.05 Ly <5 ,d�,y� 0.5 1
2 4.23 Ly <5 U 0.5 1
3 4.94 Pn ¢5 0.4 1
4 6.21 UCC <5 � 0.4 1
5 2.98 GoA <5 Row p 0.4 1 *chan a of arc required
6 4.43 GoA <5 Row Cro s 0.4 1
7 4.86 GoA <5 Row Crops 0.4 1
8 4.15 BnA/NoA <5 Row Cro s 0.4 1
9 2.39 NoB <5 IWO 0.5 1
10 4.26 NoB <5 oQyr/�%
0.5 1
11 5.56 NoB <5 T �' - ;r 1 0.5 1
12 4.14 NoB <5 r 0.5 1
13 3.74 NoB <5 �Q 0.5 1

Sheet2
TABLE 2-Travelling Irrigation Gun Settings
Make, Model and Type of Equipment:. Cadman 3750 Reel
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant No. (ft/min) (in/hr.) Width ft. Length(ft) (feet) (Inches) at Gun(psi) at reel(psi) Pattern Comments-Acres per pull
1 2.42 0.35 280 0 280 0.97 70 100 330 1.05
2 2.42 0.35 240 558 280 0.97 70 100 330 4.23
3 2.42 0.35 240 686 280 0.97 70 100 330 4.94
4 2.42 0.35 280 802 280 0.97 70 100 330 6.21
5 2.9 0.48 135 759 280 0.97 70 100 220 2.98
6 2.42 0.35 200 741 280 0.97 70 100 330 4.43
7 2.42 0.35 240 672 280 0.97 70 100 330 4.86
8 2.42 0.35 280 522 280 0.97 70 100 330 4.15
9 2.42 0.35 240 223 280 0.97 70 100 330 2.39
10 2.42 0.35 200 704 280 0.97 70 100 330 4.26
11 2.42 0.35 240 799 280 0.97 70 100 330 5.56
12 2.42 0.35 209.2 701 280 0.97 70 100 330 4.14
13 2.42 0.35 209.2 618 280 0.97 70 100 330 3.74

Sheet4
TABLE 4- Irrigation System Specifications
Traveling Solid Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler(gpm) 150.7
Operating Pressure at Pump (psi) 99.3
Design Precipitation Rate (in/hr) 0.29
Hose Length (feet) 1100 XXXXXXXX
Type of Speed Compensation Mechanical xxxxxXXX
Pump Type(PTO, Engine, Electric) Engine
Pump Power Requirement (hp) 19.4
TABLE 5-Thrust Block Specifications
THRUST BLOCK
LOCATION AREA(sq. ft.)
90 degree bend 4.94
Dead End 3.5
Tee 2.45
Gate Valve 3.5
45 degree bend 2.66
i
Pagel

Sheet5
IRRIGATION SYSTEM DESIGNER
Name: Kraig Westerbeek
Company: Private
Address: 1635 W. Wards Bridge Rd. Warsaw, NC 28398
Phone: [phone]
Required Documentation
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 4,;
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 around the use of a Cadman 3750 irrigation reel with 1100'of PE hose and
a .97"ring nozzle operated at 70psi for all pulls. New underground piping will need to be installed
for pulls 9-13 as aluminum piping is used today. Acres shown represent wetted acres on pulls
1-7 and 9-11 as these fields are existing in current or past NUP's for this facility. Acres for pulls 8, 12,
and 13 are 'effective'wetted acreage. For new fields, SB 515 setbacks have been shown on the
working map. For existing fields, a 100'setback and 200' residential setback must be maintained.
Producer is familiar with the operation and maintenance requirements of this system. If there
are questions, please refer to owner's manuals, irrigation dealer, or designer.

Sheet?
CALCULATIONS
r
Sprinkler Specifications
Sprinkler Type: Nelson 150
Nozzle Size: 0.96 inches
Sprinkler Pressure: 70 psi
Flowrate(GPM): 150.7 gpm *based on calibration done
Wetted Diameter: 280 feet 7/29/2005
Lane Spacings
Desired Spacing (%): 70 %
Design Spacing(feet): 196 *PVC irrigation pipe normally comes in 20'pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet): 200 feet
Actual Spacing (%): 71 %
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= 0.58 inlhr
Traveller Speed
Travel speed = 1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app. (in.) = 0.5 inches
300 degree arc= 2.42 ft/min
220 degree arc = 2.90 ft/min
180 degree arc= 4.84 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= 1.71 ft/sec.
Page 1

Sheet?
Maximum Mainline Friction Loss
Most distant hydrant: 13
Total distance: 1780 feet
Friction Loss is figured using HazenWiliam's Equation
Friction Loss= 0.17 feet/100 feet
Max. Mainline Loss = 3.0 feet or 1.3 psi
Total Dynamic Head
Sprinkler Pressure: 70 psi
Loss through traveller: 30 psi
Elevation head: 1.1 psi
Mainline loss: 1.3 psi
Suction head and lift: 2.2 psi
5%fitting loss: 5.2 psi
TOTAL(TDH) = 109.8 psi or 253.8 feet
Horsepower Required
Horsepower= Flowrate x TDH(feet)13960/Pump effeciency
Pump Description: Cornell 3HA
Pump Efficiency: 45 %
Horsepower Required: 21.5 Hp
Thrust Blocking
Thrust Block Area =Thrust/Soil Bearing Strength
9
Thrust: 4200 feet
Soil Bearing Strength: 1200 feet
End Cap: 3.5 ft2
90 degree elbow: 4.9 ft2
Tee: 2.5 ft2
45 degree elbow: 2.7 ft2
Pipe Pressure Rating Check
Pressure Rating of Pipe to be Used: 200 psi
Max. Pressure on system when running: 109.8 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

Sheet?
NPSHA: 21.4
NPSHR: 5 *from pump curve
If NPSHA>NPSHR OK
Page 3

Acreage calculations
Pull No. Width Length Start Stop Total Acres
1 280 0 0.57 0.48 1.05
2 240 558 0.64 0.52 4.23
3 240 686 0.64 0.52 4.94
4 280 802 0.57 0.48 6.21
5 135 759 0.37 0.26 2.98
6 200 741 0.57 0.46 4.43
7 240 672 0.64 0.52 4.86
8 280 522 0.43 0.36 4.15
9 240 223 0.64 0.52 2.39
10 200 704 0.57 0.46 4.26
11 240 799 0.64 0.52 5.56
12 209.2 701 0.42 0.35 4.14
13 209.2 618 0.42 0.35 3.74
y

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�•le8 }'� � J^� 32.9

�* Wetiand Determination Ida 'err. Disclaimer:Welland identifiers do not represent the size,shape, a�
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Farm 21,,10 Tract 2119 Limped Restrictions boundaries and determinations,or contact MRCS. r
Exem t from Conservation Cam fiance Provisions
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AN7-'LrAT' WASTE 2-AHAG22CE= PLAN CERTIFICATION FOR NEW OR EXPANDED FEEDLOTS
Please retura the completed fo.zm to the Diviaioa of Environaaatal management at
the address on the reversa aide of thin fo-T=.
Name of f (Please print) : Or' a
Address: C�v /
r �c ovl Phone No. : -
County: „
Farm location: Latitude and Longitude:330as' sa /•2_:9°1& 3_0' (required) . Also,
Please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.) :
Design capacity (number of animals) : __12 y. p
Average size of operation- (12 month population ayg.) :
Average acreage needed for land application of waste (acres) :
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to 1SA NCAC 6F .000S, 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 1SA NCAC 2H.0217 and
1SA NCAC 6F .0001-.000S. The -following e7lements and their corresponding minimum
criteria-have bee.n verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers) ; liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; adequate
quantity and amount of land for waste utilization (or use of third party) ; access.
or ownership of proper waste application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
Of pollutants from stormwater.runoff events less severe than the 25-year, 24-hour
storm.
Norma of Technical Sp alist (Please Print) : /^ W SM
Affiliation:
Address (Agen7l �0 6 fve e - < p c Phone No.
Signature: " ?/�
.. Date-- - 3Iqtlll
==c=======c=�=cc==cacc==c=a=aasssa==ac:a=aa==a:==adzeq===--.=coccc3sacavaa
Owner/Hanager Agreement
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. .I (we) know that any additional expansion to the existing
design Capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from, this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 2S-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.
Nasae of Land oc�aar (Please Print) : D t`7 Uv C
Signature: v r ate:
Name of manager, i different from owner (Please print) :
Signature: • :Date
Nota: 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.
D.EM. USE ONLY:ACNEW#

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Swine Farm Waste Management Odor Control Checklist
Source Cause
BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine production � Vegetative or wooded buffers;
0 Recommended best management practices;
® Good judgment and common sense
Animal body surfaces • Dirty manure-covered animals ,® Dry floors
Floor surfaces Wet manure-covered floors 9 Slotted floors;
jl Waterers located over slotted floors;
O Feeders at high end of solid floors;
Cl Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits • Urine; O Frequent manure removal by flush,pit recharge,
• Partial microbial decomposition or scrape;
O Underfloor ventilation
Ventilation exhaust fans Volatile gases; ® Fan maintenance;
Dust IN Efficient air movement
Indoor surfaces Dust 21 Waslidown between groups of animals;
® Feed additives;
O Feeder covers;
® Feed delivery downspout extenders to feeder
ceMet+s '
Flush tanks Agitation of recycled lagoon O Flush tank covers;
liquid while tanks are filling M Extend GII lines to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater CI Underfloor flush with underfloor ventilation
conveyance
Pit recharge points Agitation of recycled lagoon JSI Extend recharge lines to near bottom of pits
liquid while pits are filling with anti-siphon vents
Lift stations Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain collection • Agitation during wastewater O Box covers
or junction boxes conveyance

. R;Fs to Minimize 00dor Site Specific Practices
Source Cause
Agitation during wastewater � Extend discharge point.of pipes underneath
End of drainpipes at once lagoon liquid level
conveyance
y
Lagoon surfaces gas as emissions; B Proper lagoon liquid capacity;
• Biological mixing; CW Correct lagoon startup procedures;
Agitation a Minimum surface area-to-volume ratio;
IN Minimum agitation when.pumping;
O Mechanical aeration;
O Proven biological additives
Hi pressure agitation; Ig Irrigate on dry days with little or no wind;
Irrigation sprinkler � High P g � •
nozzles . Wind drift of 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 0 Basin surface mats of solids;
O Proven biological additives or oxidants
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 g
or sludge • Agitation when spreading; O Soil injection of slurry/sludges;
spreader outlets . Volatile gas emissions O Wash residual manure from spreader after use;
O Proven biological additives or oxidants
Uncovered manure, a Volatile gas emissions while O Soil injection of slurry/sludges
slurry or sludge on field drying C] Soil incorporation within 48 hrs.;
surfaces ❑ Spread in thin uniform layers for rapid drying;
O Proven biological additives or oxidants
Dead animals
Carcass decomposition ($ Proper disposition of carcasses
Dead animal disposal Carcass decomposition O Complete covering of carcasses in burial pits;
pits O Proper location/construction of disposal pits T
• Incomplete combustion O Secondary stack burners
Incinerators

Cause BM.Ps to Minimize Odor Site Specific Practices
Source — --
�Standing water around • Improper drainage; is Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto 0 Poorly maintained access roads Farm access road maintenance
public roads from farm
access -, „�_ --- —
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 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;.EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-Swine Extension
Controlling Odors from Swine Buildings; PIH-33 NC Pork Producers Assoc
Environmental Assurance Program; NPPC Manual 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
Source Cause
BMPs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids O Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
O Remove bridging of accumulated solids at
discharge
Lagoons and Pits J• 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.
Decaying vegetation Maintain vegetative control along banks of
Excessive Vegetative ` y g g lagoons and other impoundments to prevent
Growth accumulation of decaying vegetative matter
along watees 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.
St Clean up spillage on a routine basis(e.g.,7- 10
day interval during summer; 15-30 day interval
during winter).
Feed Storage • Accumulations of feed residues O Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment(e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
O 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 Specif c Practices
Liquid Systems
Flush gutters Accumulation of solids ® Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
® Remove bridging of accumulated solids at
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 8 inches
over more than 30 percent of surface
Excessive vegetative • Decaying vegetation ® Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed spillage ® Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
13 Clean up spillage on a routine basis (e.g.,7- to 10-
day interval during summer; 15-to 30-day interval
during winter)
AMIC - November 11, 1996,page 1

Insect Control Checklist for Animal Operations
Source Cause _ - - -- BMPs to Control insects — - Site Specific Practices
Feed storage Accumulations of feed ® Reduce moisture accumulation within and around
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 storage as needed _
Animal holding areas • Accumulations of animal Cl 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, Sox 7613,North Carolina State University,Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

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

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

2) local SWCD office,phone number:
3) local NRCS office,phone number:
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (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