960075_Permit Renewal Application 2019_20190410

State of North Carolina
C�$�C[eG�9F�1141a1���1f31fi>'
Department of Environmental Quality
Division of Water Resources MAR 2 8 2019
Animal Waste Management Systems l aFTCq�ac�,.
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 verb all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 96-0075
2. Facility Name: Jai Weaver Farm
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 708 Corbett Hill Rd
City: Mount Olive State:
Telephone Number: 919-689-3880 Ext. E-mail:
5• Facility's Physical Address: Corbett Hill Rd
City: Mount Olive State:
6. County where Facility is located: Wayne
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9: Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Jai Hush Weaver
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
Operation Types:
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
NC
NC
Certificate Of Coverage Number: AWS960075
Jai Hm.-h Weaver
Zip: 28365-6836
Zip: 28365
Maxwell Foods Inc
Phone No.: 919-689-3880 OIC #: 16599
Allowable Count
2,880
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultry
Non Laying Pullet
Layers

ROY COOPER
Governor
MICHAEL S. REGAiN
secretary
LINDA CULPEPPER.
Director
,, FR uti
NORTH CAROLINA
Environmental Quality
February 27, 2019
Jay Hugh Weaver
Jay Weaver Farm
708 Corbett Hill Rd
Mount Olive, NC 28365-6836
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 h s://de .nc eov/a out/dh isions/w i ie:sourc s/wat r- ualim-re ional-o erations/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 ass re v ur contin ed c vera a under he State Non -Discharge Genet 1 Permits you must submit n application for
p rmit coveras�e t the Divi ion. Enclosed you will find "Re(uest for ertif ate of Cover e Facility Cuff ntly Cov red an
Ex irin tate Non-Disch r2e eneral Permit." The a lication form must b com leted sinned and re ed by April 3
Please note that you mus include one 1 co v of the Certified nimal Waste Management Plan CAWMP with the
c m let d and s'e ed anplication for A lis of i ems inc led in the CAWMP can be found on aee 2 of the renewal
w411catlon 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,
I
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Washington Regional Office, Water Quality Regional Operations Section
Wayne County Soil and Water Conservation District
AFOG Section Central Files - AWS960075
Maxwell ods Inc
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y Ai.ent=r I fis , N rt^...sr ss 27E991F E•
r 512 N. shcn St. 1c3E Aga Irv' -a•
912 707 a'X0

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay, Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1 7/18/1994 6 C.
)fT0 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 br 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 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name:C Title:
Signature. Dater I
Name
Signature:
Name:
Title:
Date:
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
l,liortality �.:"i,anagement 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
® 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 beat 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.
Rendering at a rendering plant licensed under G.S. 106-168.7.
OO Complete incineration according to 02 NCAC 52C .0102.
0 ® 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).
0 Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval 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.
Signature of F r er/Manager
Date
* qJ_
Signature of echnical Speci st
Date

WASTE UTILIZATION PLAN
Goldsboro Hog Farms, Inc,
Monday, April 12, 1999
Producer:
jay weaver
Farm Name: Jay Weaver Farm
708 Corbett Hill Road
Mt.Olive,NC 28365
Telephone # : [phone]
Type of Operation : Feeder to Finish Swine
Updated 911512015
Number of Animals : 2880 hogs design capacity
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate ~
Pollution of surface and/or groundwater. The plant nutrients in the animal waste rshould 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 exchange
capacities, and avaialable water holding capacities. Normallytentialswaste shalll not be applied to
land eroding at greater than 5 tons per acre per year. With special pre -cautions, waste ma
be applied to land eroding at up to 10 tons per acre per year. Do not apply waste on y
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
in the future, you need to revise this plan. Nutrient levels for injecting waste and irrigatingnject the aste
waste are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content for
this type of facility. Acreage requirements should be based on the waste analysis report from
your waste management facility. Attached you will find information on proper sampling
techniques, preparation, and transfer of waste samples to the lab for ananlysis. This waste
utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H.0217 adopted by the Environmental Management Commission.
Page 1

AMOUNT OF WASTE PRODUCED PER YEAR (gallons, ft3, tons, etc.)
2880 hogs X 1.9 tons waste/hogs/year = 6472 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
equipment to apply the waste in a timely manner.
should
plan time and have
appropriate
The following acreage will be
needed for waste application
soil type and suface application.
based on the crop
to be grown,
TABLE 1 : ACRES OWNED BY PRODUCER
FI L
S5-
R P
I DB
DE
DETERMININGPHASE
CODE
AW R
LCOMM A
N/ACRE
L BS AW
APPL ,
8142 1A NORFOLK 2-6%
BH
N/ACRE
USED
TIME
8142 1A NORFOLK 2-6%
SG
6.1
305 0 4.16
1269
8142 1B NORFOLK 2-6%
BH
1
50 0 4.16
_
208
_MAR-OCT
SEP-APR
8142 113 NORFOLK 2-6%
SG
6.11
305' 0 4.88
1488
MAR-OCT
8142 2A NORFOLK 6-10%
BH
1
50 0 4.88
_
244
SE PAP R
8142 - 2A NORFOLK 6-10%
SG
6.1
305 0 1.38.
— —
421
MAR-OCT
8142 2B NORFOLK 6-10%
BH
1
50 0 1.38
69
SEP- PA R
8142 2B NORFOLK 6-10%
SG
6.1
305 0 1.55
473
M
AR-OCT
8142 2C NORFOLK 6-10%
BH
1
50 0 1.55
78
SEP-APR
8142 - 2C NORFOLK 6-10%
SG
6.1
305 0 5.6
1708 _
MAR-OCT
8142 2D NORFOLK 2-6%
BH
1
50 0 5.6
280
SEP-APR
8142 2D NORFOLK 2-6%
SG
6.1
305 _0 4.59
1400
MAR-OCT
8142 5HW NORFOLK 2-6%
8142
BH
1
6
50 OL 4.59
276
230
SEP-APR
5HW NORFOLK 2-6%
SG
�,o 1.44
397
MAR-SEPT
—
1
50 0 1.44
72
SEP-MAY
TOTALS: 8336.24
Indicates that this field is being overseeded (i.e. interplanted) or winter annuals follow
summer annuals.
* Indicates a Crop Rotation
NOTE: The applicator is cautioned that P and K may be over applied while meeting the N
requirments. Beginning in 1996 the Coastal Zone Management Act will require farmers in
some eastern counties of NC to have a nutrient management plan that addresses all
nutrients. This plan only addresses Nitrogen.
Page 2

TABLE 2: ACRES WITH AGREEMENT OR LONG TERM LEASE
(Agreement with adjacent landowners
must be attached.)
(Required only if operator does
not own adequate land. See required specifications 2.)
TRACT FIELD SOIL TYPE &CLASS- CROP YIELD AW W COMM ACRES
DETERMINING PHASE CODE
LBS AW APPLIC.
8141 3A NORFOLK 2-6% - - _ - N/ACRE N/ACRE
_ C 1
8141
USED TIME
* 3A NORFOLK 2-6% - —105 20 1.49
SB __
156 MAR UN
8141 I * 3A 'NORFOLK 2-6-135 _140 0 1.4_9
1* W
209 APR-SEP 15
8141 55 `132 0 1.—
3A NORFOLK 2-6% GS
197 SEP-APR
8141 4A 55 97.9 0 1.49
NOR 0-2% C -
146 RNA MI, AUG15
8141 4A NORFOLK 0-2% 110 _ 117.5 20 _ 5.45
SB
640 MAR-JUN
1- 0 5.45
8141 4A NORFOLK 0-2%
8141 * W 60 144
872 APR-SEP 15
4A NORFOLK 0-2% 0 5.45
8141 7HW WAGRAM 0-6% GS 55 97.9 0 5.45
785 SEP-APR
534 MAR16-AUG15
_
7HW C 88 89.76,
WAGRAM 0-6% 0 6.7
W 39
601 MAR-JUN
90.48 0 6.7
7HWWAGRAM 0-6% SB
f814
606 SEP-APR
_ * 54
23 91.96 _ 0 6.7
7HW WAGRA °°M 0 6/ -
- GS
613 APR-SEP 15
34, 65.96� 0 - 6.7 -
442 MAR15-AUG15
TOTALS: 1933.73
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
**Lbs
overseeding.
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
C
CORN UNITS
- - -
LBS N/UNIT
GS Grain Sorghum - - --�- -- - BUSHELS
1.25
BH � I HYBRID BERMUDAGRASS-HAY
SG SMALL GRAIN OVERSEEDED I TONS
50
SB SOYBEANS AC
50
W WHEAT BUSHELS
4
BUSHELS
2.4 1
Page 3

TOTALS FROM TABLES 1 AND 2
ACRES LBS AW
_ N USED
TABLE �2�
23.6 8,336
TABLE 13.64 1,934
TOTAL37.24 10,270
AMOUNT OF N PRODUCED: 6,624
***BALANCE -3,646
** 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
sludge that will need to be removed on a periodic basis. This figure
is PAN whenear in the
broadcasting the sludge. Please be aware that additional acres of land, as well special
equipment, may be needed when you remove this sludge.
See the attached map showing the fields to be used for the utilization of waste water.
APPLICATION OF WASTE BY IRRIGATION
The irrigation application rate should not exceed the intake rate of the soil at the time of
irrigation such that runoff or ponding occurs. This rate is limited by initial soil moisture
content, soil structure, soil texture, water droplet size, and organic solids. The application
amount should not exceed the available water holding capacity of the soil at the time of
irrigation nor should the plant available nitrogen applied exceed the nitrogen needs of the
crop.
Your facility is designed for 180 days of temporary storage and the temporary storage must
be removed on the average of once every 5.92 months. In no instance should the volume of
waste being stored in your structure be within 1.58 feet of the top of the dike.
If surface irrigation is the method of land application for this plan, it is the responsiblity of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in Tables 1 and 2. Failure to apply the recommended rates and
amounts of Nitrogen shown in the tables may make this plan invalid.
The following table is provided as a guide for establishing application rates and amounts.
TRACT FIELD APPLICATION APPLICATION
_ _ SOIL TYPE CROP RATE (in/hr) AMT (inches)
8141 -*7HW- WAGRAM 0-6%
8141 { * - — . — C 0.60 *1
4A NORFOLK 0-2% GS
8141 *4A 0.60
NORFOLK 0-2% *1
8141 * SB 0.50 *1
4A NORFOLK 0-2% W
8141 *3A NORFOLK 2-6% 0.50 *1
8141 *3A *1
NORFOLK 2-6% C 0.50GS 0.50
8141 *4A NORFOLK 0-2% *�
8141 N
*3A C 0.50 *1_
ORFOLK 2-6% W
8141 *7HW WAGRAM 0-6% - - 0.50 *1
8141 *7HW GS 0.50 *1
WAGRAM 0-6% 81SB 0.60
41 *7HW WAGRAM 0-60/6- *1 —
8141 *3A W 0.60 *1 ,
NORFOLK 2-6% sB 0.50
*1
Page 4

8142 -2A, -zB, -2C NORFOLK 6-10%
8142 lA ls, 2D, sHW ° — 3G 0.50 [ *1
NORFOLK 2-6 /° BH 8142 •-1� -1B, -2D, -5HW NORFOLK 2-6% 0.50 *1
8142 zA 2B, zC — — — SG 0.50050
*1
NORFOLK 6-10% BH
0.50
* 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 5

NARRATIVE OF OPERATION
This WUP has been revised on wettable acres with the most current FSA map available. The
irrigation pulls are drawn on the map (to scale 1 "=660') and labeled to correspond with the
WUP. A D-1 with the required information is also provided.
The owner's land satisfies the requirement for the number of animals, but the leased land is
added as an option, in the event the owner would like to land apply to the row crops.
20 Ibs of PAN has been deducted from the corn crop to take into account the residual N from
the prior soybean crop.
The owner requested to have the option to control graze pulls 1A,1B,2A,2B,2C,2D. If grower
wishes to use this option he will need to use 260 PAN rate on coastal NOT 305 and 50 PAN
on overseed. The application windows will stay the same. Coastal from MAR-OCT and Small
Grain from SEP-APR. This will still leave farm with a balance of-1292.19
The owner request on 3/10/14 to add Sorghum to pulls 3A and 4A tract 8141
This WUP was amended on 9/15/15 to reflect adding fields #5 T-8142 and field #7 T-8141.
Field #5 will be coastal bermuda applied by a honey wagon. Field #7 will be a rotation of corn,
wheat, Soybeans, and sorghum. This will also be applied with a honey wagon. All information
was supplied by grower and original WUP. All realistic yields and soil types were from
updated data.
Page 6

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 7

and from any perennial stream or river (other that an irrigation ditch or canal. Animal waste
other than swine waste from facilities sited on or after October 1, 1995), shall not be applied
closer than 25 feet to perennial waters. (See Standard 393 - Filter Strips)
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal Waste shall not be applied closer than 200 feet of dwellings other than those
owned by the landownwer.
14. Waste shall be applied in a manner not to reach other property and public right - of ways.
15. Animal waste shall not be discharged into surface waters, drainageways, or wetlands by
discharge or by over -spraying. Animal waste may be applied to prior converted croplands
provided they have been approved as a land application site by a "technical specialist".
Animal waste should not be applied on grassed waterways that discharge directly into water
courses, except when applied at agronomic rates and the application causes no runoff or drift
from the site.
*16. Domestic and industrial waste from washdown facilities, showers, toilets, sinks, etc.,
shall not be discharged into the animal waste management system.
*17. A protective cover of appropriate vegetation will be established on all disturbed areas
(lagoon embankments, berms, pipe runs, etc.). If needed, special vegetation shall be
provided for these areas and shall be fenced, as necessary, to protect the vegetation.
Vegetation such as trees, shrubs, and other woody species, etc. are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and accessible. Lagoon berms
and structures should be inspected regularly for evidence of erosion, leakage or discharge.
*18. If animal production at the facility is to be suspended or terminated, the owner is
responsible for obtaining and implementing a "closure plan" which will eliminate the possibility
of an illegal discharge, pollution and erosion.
*19. Waste handling structures, piping, pumps, reels, etc., should be inspected on a regular
basis to prevent breakdowns, leaks, and spills. A regular maintenance checklist should be
kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other crops for direct
human consumption. However, if animal waste is used on crops for direct human
consumption, it should only be applied as a preemergence with no other applications of
animal waste during the crop season.
*21. Highly visible markers shall be installed to mark the top and bottom elevations of the
temporary storage (pumping volume) of all waste treatment lagoons. Pumping shall be
managed to maintain the liquid level between the markers. A marker will be required to mark
the maximum storage volume fpr waste storage ponds.
22. Waste shall be tested within 60 days of utilization and soil shall be tested at least annually
at crop sites where waste products are applied. Nitrogen shall be the rate -determining
element. Zinc and copper levels in the soils shall be monitored and alternative crop sites
shall be used when these metals approach excessive levels. pH shall be adjusted for
optimum crop production amd maintained. Soil and waste analysis records shall be kept for
five (5) years. Poultry dry waste application records shall be maintained for three 3) years.
Waste application records for all other waste shall be maintained for five (5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina Department of
Page 8

Agriculture regulations.
* Liquid Systems
Page 9

NAME OF FARM: Jay Weaver Farm
OWNER / MANAGER AGREEMENT
I (we) understand and will follow and implement the specifications and the operation and
maintenance precedures estalished in the approved animal waste utilization plan for the farm
named above. I (we) know that any expansion to the existing design capacity of the waste
treatment and/or storage system or construction of new facilities will require a new utilization
plan and a new certification to be submitted to DEM before the new animals are stocked.
I (we) understand that I must own or have acces to equipment, primarily irrigation equipment,
to land apply the animal waste described in this waste utilization plan. This equipment must
be available at the appropriate pumping time such that no discharge occurs from the lagoon
in a 25-year 1-day storm event. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates that no runoff occurs.
NAME OF FACILIJY OWNER: Jay Weaver
SIGNATURE: 1 s 1AA ir,.u,•e� DATE:
NAME OF MANAGER (if different from owner):
SIGNATURE:
please print
DATE:
NAME OF TECHNICAL SPECIALIST: Robert B. Mitchell Jr.
AFFILIATION: Private Technical Specialist
ADDRESS (AGENCY): 104 Adler Lane
Goldsboro, NC 27530
[phone]
SIGNATURE: c DATE•�ez/�
-
Page 10

A!ariaSjlturEr
Wayne County, North Carolina
Tract gam, 6
2016 Program Ye
Qyo 1-1-aplancl Total:
5 l- �- et e r,
Map Created November 02, 201,
Base Image Layer flown in 2014
Common Land Unit
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maps are for Fr Program administration only, This map does not represent a legal surve or reflecti;
accapts the data 'as is' and assumes all risks associated with us use. The USDA Farm Service Agency � ' '` it F � � 4 � F �@et � Exempt from Conservation
Welland identillera do not represent the size, shape, or specific determination of the area. Refer to your original determination (CPA-026 end attached In
s Compliance Provisions
YIactual own bll t f rather 11 depicts the information provided directly from the producer and/or the NAIP imagery, The producer
9 cY assumes no nation llfty for actual or consequential damage incurred as a result of any user's milance on this data outside FSA Programs,
p ) for exact boundaries and detenninatlons or contact NRCS.
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Mom::. 'i j. - ' z: _ _ _ _ x •y .: "lv.

Nutrient Management in North Carolina
httP://Yields.soil.ncsu.edu/index.php#c
Realistic Yields for WaB; Wagram loamy sand, O to 6 percent slopes in Wayne
County
Realistic
Estimated Phosphorus
Crop
Yield
Nitrogen
Factor
Nitrogen
Ibs/acre
Rate ( )
Removal
(Ibs PZOs/acre)
Barley (Grain)
53 Bushels
1.58__
84
Corn (Grain)
_
88 Bushels
1.02
_
90
20
Corn (Silage)
-
—
39
Cotto n
0 Tons
11.8
0
— --
0
Sorghum (Silage)
637 Pounds
0.112
71
18
Oats (Grain)
0 Tons
8.3
0
0
Peanuts
67 Bushels
1.27
85
17
Rye (Grain)
2940 Pounds
0
0
16
Small Grain (Silage)
39 Bushels
2.32
91
13
Sorghum (Grain)
6.4 Tons
12.2
78
34
Soybeans (Double Cropped)
34 CWT
1.94
67
26`
Soybeans (Full Season)
23 Bushels
---'
0
0
18
Soybeans (Double Cropped - Manured)
27 Bushels
23 Bushels
_ 0
0
22
Soybeans (Full Season -Manured)
_•
3.98
90
18
Tobacco (Burley)
27 Bushels
3.98
109
22
Tobacco (Flue Cured)
0 Pounds
0.06
0
0
Triticale (Grain)
2548 Pounds
0.038
97
13
Tropical Corn (Silage)
55 Bushels
1.6
--
— 88
18
Wheat (Grain)
0 Tons
7,1
0
0
Bahiagrass(Hay)
39 Bushels
�-
2.32
91
20
Caucasion/Old World Bluestein (Hay)
3.9 Tons
49
192 _ _
45
Common Bermudagrass (Hay)
4.4 Tons
49
216
--
52
Dallisgrass (Hay)
3.9 Tons
49
192
47
Fescue (Hay)
3.9 Tons _
49
192
51
Hybrid Bermudagrass (Hay)
1.5 Tons _
49
72 _
23
Hybrid Bermudagrass overseeded with Rescuegrass
5.4 Tons _
49
264
66
(Hay)
5.4 Tons
49
264
73
Mixed Cool Season Grass (Hay)
Orchardgrass (Hay)
1 Tons _
49
48
14
Pearl Millet (Hay)
1 Tons
49
48
14
Rescuegrass (Hay)
4.9 Tons
54 __
265
65
Sorghum Sudan (Hay)
2 Tons
49
96
22
Timothy Grass (Hay)
4.4 Tons
54
238
61
— _
0 Tons
49
0
--
0
DX David Cro, Ica is responsible for the development and maintenance of the Realistic Yield reporting tool.
1/14/2016 9:20 AM

' lutrient Management in North Carolina
http://yields.soil.nesu.edu/index.php#com
Realistic Yields for NoC: Norfolk loamy sand, 6 to ID percent slopes in Wayne
County
Crop
Yield
Nitrogen
Factor
Realistic
Nitrogen
Rate (lbs/acre)
Estimated Phosphorus
Removal
(lbs PZOs/acre)
Barley (Grain)
Corn (Grain)
Corn (Silage)
Cotton
75 Bushels
127 Bushels
0 Tons
805 Pounds
1.51
0.95
11.1
0.089
113
121
0
72
28
56
0
23
Sorghum (Silage)
0 Tons
7.8
_
0
0
Oats (Grain)
94 Bushels
1.17
110
23
Peanuts _
3680 Pounds
0
0
20
Rye (Grain)
55 Bushels
_
2.09
115
18
Small Grain (Silage)
9.2 Tons
11.4
105
50
Sorghum (Grain)
51 CWT
1.78
90 -
38
Soybeans (Double Cropped)
32 Bushels
0
0
26
Soybeans (Full Season)
39 Bushels
0
0
31
Soybeans (Double Cropped - Manured)
32 Bushels
3.91
126
26
Soybeans (Full Season - Manured)
39 Bushels
3.91
151
31
_
Tobacco (Burley)
0 Pounds
0.06
0
0
Tobacco (Flue Cured)
Triticale (Grain)
3036 Pounds
77 Bushels
0.031
1.53
94 _ _
118
15
26
Tropical Corn (Silage)
_
0 Tons
_
6.7
0
0
Wheat (Grain) _
55 Bushels
2.09
115
28
Bahiagrass (Hay)
4.6 Tons
46
212
52
Caucasion/Old World Bluestem (Hay)
Common Bermudagrass (Hay) '
4.8 Tons
4.6 Tons
_
46
46
222
212
57
56
Dallisgrass (Hay)
4.6 Tons
212
60
Fescue (Hay)
3.2 Tons
_46
46
_
148
51
Hybrid Bermudagrass (Hay)
Hybrid Bermudagrass overseeded with Rescuegrass
(Hay)
6 Tons
7.1 Tons
46
46
275
328
74
97
_Mixed Cool Season Grass (Hay)
2.3 Tons
46
106
33
_
Orchardgrass (Hay) _
Pearl Millet (Hay)
Rescuegrass (Hay)
Sorghum Sudan (Hay)
Timothy Grass (Hay)
2.3 Tons
5.1 Tons
3.2 Tons
5.8 Tons
0 Tons
46
51
46
51
46
106
258 _
_ 148
293
0
34 _
67
36
80
0
Dr. David Crouse is responsible for the development and maintenance of the Realistic Yield reporting tool.
2 of 2 1/14/2016 9:19 AT

35^ 16' 51' N
35 16' W N
3 Soil Map —Wayne County, North Carolina
r.
N
35' 1651'N
%i
QQ�
7+i
cM�
Fi
3
35° 36'WN
/S99JV /S4 Iu /6 bbu 75 56p 759610 /--Aw 7S ju /S Iw
3 3
t
Map Smk: 1:1,330 8 printed an A landscape (11"x8.5) fleet
N Melms
0 15 30 60 9C)
A -�� - Feet
0 50 100 200 300
Map projection: Web Mercer Ca ccordimts: WGS4 Edge tics: UrM Zone 17N WGS&I
usDA Natural Resources Web Soil Survey 1/14/2016
21111111111 Conservation Service National Cooperative Soil Survey Page 1 of 3

35° 1616 N
35^ I6'3N
Soil Map —Wayne County, North Carolina 3
3 3
Map Sole: 1 IAM (printed on A porhait (8.5" x 11") sheet ^'
Metes
� N o 25 50 100 150
Meet
0 50 100 200 300
Map projedio r: Web Me tar Corrrermordinates: WGS64 Eige tics: UiM Zone 17N WGS54
Natural Resources Web Soil Survey 1/14/2016
Conservation Service National Cooperative Soil Survey Page 1 of 3
351 16'3'N

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. Plea:
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 leav
any question unanswered.
1. GENERAL INFORMATION:
1.1 Facility Name: Jay Weaver Farm
1.2 Print Land Owner's name: Jax_ Weaver
1.3 Mailing address: 456 C.B. Keen Rd
City, State: Mt. Olive NC Zip: 28365
Telephone Number (include area code):-599-32-74 67q- 3 o
1.4 County where facility is located: Wa•• :) e
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include
copy of a county road map with the location of the farm identified):
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Goldsboro How Farms
1.8 Date Facility Originally Began Operation: 12/01/94
1.9 Date(s) of Facility Expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility No.: _96_ (county number); _75 (facility number).
2.2 Operation Description: Swine operation
F— eeeT-
er to Finish
2880- Certified Design Capacity
Is the above information correct? _}yes; Mno. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum numbe�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 Animi
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish
0 Farrow to Wean (# sow)
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm.
*C.70V ED _'L fDw y;,
MAR 2 g Z019
0 Non -Layer 0 Beef
0 Turkey
ouaft
FORM: AWO-G-E 5/28/98106,onPIOpSTO"SS0011 Page 1 of 4 96 - 75
No. of Animals:

3.
2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 244) } ; Required Acreage (as listed in the AWMP): 25. 0
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 NO (please circle on,
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? S or O (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 oni
What was the date that this facility's swine houses and lagoon were sited? 6-1 4-R4-
What was the date that this facility's land application areas were sited? or
REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing your initials in the space provided next to eac]
item.
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.
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 96 - 75
A I' ts/I,n/itials
W
.J I
J /I oJ

Facility Number: 96 - 75
Facility Name: Jay Weaver Farm
4. APPLICANT'S CERTIFICATION:
I, SAY WEaVEIz _ (Land Owner's name listed in question 1.2), attest
this application for TA`4 W5FAVM Fkg (Facility name listed in question
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 of completed and that if all required supporting information and attachments are not included, this application
package will returned to me as incomplete. Q' / (
Signature _ I Date 0 ` / — / 0
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, —
(Manager's name listed in question 1.6), attest that t
application for (Facility name listed in question 1.
has been reviewed is. .by me and accurate and complete to the best of my knowledge. I understand that if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 96 - 75

United 5131e3
Deaar°ment o► Sod
�tnr:;,uwe Canaervatlan
S+rvic e
VERATOR: JAY W5AV59
?lease review the attached plan and I •
Chi plan for your use and records, specifications care°u11
ycur contractor, 1t is strongly recommendedy.thatas -co how � and Soil Conservation Service personnel are in that you,
the waste lagoon is to be constructed.
Service personnel will meet withThe Soil Conservation nt
site to explain all flags and markings.concerned
understand what is•expec- aParties and walk over the
•e. so that nal it Is everyone
specification and the job can be '
is involved), certified for plans and
Payment cost -sharing
The pad dimensions -and grades are
the best CONTRACTOR i S. RESPONS I BCE for f I na I layou t and toes ign The Be pad'
or
Soil Conservation Service personnel will ashe-
in g °f the
a limited capacitS. y,
as its major concern is the proper design and construction of _the
Crea Cment_ la oon.
-- wa s t e
The actual amount of material required for pads and
estimates. The design..will attempt dam ma
——;�he
Pcss1ble. if Pt to balance cuts and fills l lsaas closery from as
additional material is required after construction is c
on the lagoon, the contractor and• owner wi 1 1 negoti ate on
location of borrow area. complete
the price and
NOTE: Design Requirement:
Es t i ma te' o f Excavation:
Escimotc of Pad Z Dike:
f•?7_ f 'Ration
c u . f c . 7.
—.—_cu.yds.
135_cu.yds.lE
�cu.ft. >, qql$
___ � cu.yds.4-
'Job Class 1lZ
—� 'BALI aq.
Q}� 0a to
Designed By
N e
Design Approval �Name�
AYl�9ja� VW uMe
'^• Soy Gfan7�.vshon S�n�era
•7 an a,�nCy pf .n•
•��,!.n rant Of •�/K�If ur fa
Da to
:lG' h1O 13Ee vrC

Vy
1.2
A
4 1.2
71*1 S' Ile
FF "A
e)
0
L24*A='
at
78*10'
fo
t4
mz
78.05'
PAP 7Y
r---r 3A
r
I cv z
it Mr 1.2
6
75-00'
3.1
--A
41
UNE
7 MS
arl

C 'ator:Jay
Weaver
County:
Wayne
Distance to nearest
residence
(other
than
owner):
I. AVERAGE LIVE
WEIGHT
(ALW)
0 sows
0
(farrow to
finish)
x
1417
lbs.
sows
2880 head
(farrow to
(finishing
feeder)
only)
x
522
lbs.
0 sows
(farrow to
wean)
x
x
135
433
lbs.
lbs.
0 head
(wean to feeder)
x
30
lbs.
Describe other :
Date: 07/18/94
1600.0 feet
= 0
lbs
= 0
lbs
= 388800
lbs
= 0
lbs
= 0
lbs
• 0
Total Average Live Weight =
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
3.
4.
388800 lbs
Volume = 388800 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 388800 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet 1'"rR RE-062'% NO - LWP6'E�-1ORA-E.
CiUtDbE Witt U i� WVEP AS NEE90. `
TOTAL DESIGNED VOLUME
Inside top length (feet) ---------------------
Inside top width (feet)---------------------- 200.0
Top of dike elevation (feet) ----------------- 58.0
Bottom of lagoon elevation (feet)------------. 47.0
Freeboard (feet) -------------------- 1.0
Side slopes (inside lagoon) -------------
----- 3.0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDEI.SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 394.0 194.0 10.0
AREA OF TOP
LENGTH * WIDTH =
394.0 194.0 76436 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
334.0 134.0 44756 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
364.0 164.0 238784 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA, MIDSECTION) + AREA BOTTOM] * DEPTH/6
76436.0 238784.0 44756.0 1.7
Total Designed Volume Available = 599960 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
400.0 200.0 80000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 80000.0 square feet
Design temporary storage period to be 180 days.
`_iA. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 388800 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 710208 gals. or 94947.6 cubic feet
5- 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
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 46666.7 cubic feet

5,.. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 46666.7 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A.
94948
cubic
feet
5B.
0
cubic
feet
5C.
46667
cubic
feet
5D.
46667
cubic
feet
TOTAL 188281 cubic feet
6. SUMMARY
Temporary storage period====================>
180
days.
Rainfall in excess of evaporation===========>
7.0
inches
25 year - 24 hour rainfall==================>
7.0
inches
Freeboard===================================>
1.0
feet
Side slopes_________________________________>
3.0
1
Inside top length==========-----==---------->
400.0
feet
Inside top width============================>
200.0
feet
Top of dike elevation=======================>
58.0
feet
Bottom of lagoon elevation==================>
47.0
feet
Total required volume_______________________>
577081
cu. ft.
Actual design volume========================>
599960
cu. ft.
Seasonal high watertable elevation (SHWT)===>
51.0
feet
Stop pumping elev.-------------------------->
--------------------------
54.1
feet
Must be > or = to the SHWT elev.==========>
51.0
feet
Must be > or = to min. req. treatment el.=>
53.0
feet
Required minimum treatment volume===========>
388800
cu. ft.
Volume at stop.pumping elevation============>
392838
cu. ft.
Start pumping elev.------------------------->
---------------
56.3
feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==>
553293
cu. ft.
Volume at start pumping elevation===========>
547315
cu. ft.
Required volume to be pumped================>
141614
cu. ft.
Actual volume planned to be pumped==========>
154477
cu. ft.
Min. thickness of soil liner when required==>
1.6
feet
�. DESIGNED BY: APPROVED BY: GU•c�
e_
!� • P , Gvc ��FAwus'�
DATE : j W DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: 61CAVt4-7W AND Al-e6 Vaturite f116�ze Moi' CliEzrcD B4 ScS.

SHEET 1 OF 2
OPER,-.,,2ION AND MAINTENANCE PLAN
------------------------------
4
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is,determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s). If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, And traveling gun"irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2-its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 56.3 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 54.1 . This temporary
storage, less 25 yr- 24 hr storm, contains 141614 cubic feet or
1059275 gallons.
0

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

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
-------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The t soil from
th oon and pad area should be stripped and stock fled for use on
the dike and pa areas. After s ping, the foun ation a_r_e_a_-6_f=e
lagoon emban_RMe-n-T__a_n_d7building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
------------------------ ;
completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.6 ft.
---------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered the will be over-
lel(( a e -below finis gra a to the specs ie depth as measured
REFER TO THE -SOILS
CONSIDERATIONS.
INFORMATION IN THE PLANS FOR SPECIAL
N

SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. -For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
--------------
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.,XCAvA'G'. C ck7 oFF 7Rbpc( Ce74�e& dr ors
VEGETATION: L'poS5 saT
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The the
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.
i

SCS-FNG-su S. DEPARTMENT OF AGRICULTURE
Rr+� 5.70 ;_� _ _ SOIL CONSERVATION SERVICZ
SOIL INVESTIGATION TO DETERMINE SUITA81UTl OF PROPOSED PGfl SITE
FARMER'S NAME—d W,y nun _ DISTRICT .r
DATE - 5 u COUNTY
S. C. S. PHOTO SHE"T NO. WORK UNIT
WATERSHED AREA MEUURF.MEIVTS
CROPLAND ACRES PASTURE ACRES
WOODLAND ACRES TOTAL -' -ACRES CLASS WORK UNIT CONSERVATIOviIST
SKETCH OF PROPOSED POND SHOWING WHERE BORINGS W7RE3LADE (APpro= scale 11, £oet)
locos ,eHrwwa mwe re mve uar of daw mid woubv an 4*49CA...
MUM
LENNIE
IN
n�
y�
ME
MI
■■■®
o■
:... .. �..�.�'
c
Make and Qr darmsih and sailhoag borirsOs fist- dim sanded m.a and donor air boriWth wr
ngs . saaratr tical rdr. Iln
(Continued on bact u Aam ,..,..myW Shaw uw w lab[* simmmdow an danr.sit t borings.
I 5 Qil z 53Y 3 58 oil
N�tv7 y,s StIwT S 5riw? S� S� w 3,T
�■��
• 'met
'�®■lel��®I�ee®■��■
r �■{■�Ql��■1
of�l�l■Ill��l��7l�ee�f®mil■
�■�
�eee��eee®r�ee�®��e
��ee
��er�■■■ems■�■���e�■:��■■■e■
e
�®
Ilt�l�ll�l�el�i���i®1[�l�lJ�'®1■����t���l■
man=
ImommmUmmm�;
®�e�c�e�eeee■��
���eeeeeee
V BORINGS MADE •p/W,�/,-,SIGNATURE &

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
150.0 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
0.0 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 15
20.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2500.0 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
5.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
250.0 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS'SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
l/

U. S.
Department
of AgriculL,.re
NC-ENG-34
Soil
Conservation
Service
September 1980
HAZARD CLASSIFICATION DATA SHEET FOR VM LAGOONS
Landowner .7a°: Weaver County __ WAYNE
Community or Group No. Conservation Plan No.—_
Lagoon l`
Estimated Depth of Water to Top of Ft. Length of Flood Pool v__TDo —Ft.
Date of Field Hazard Investigation �I �gd
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam.failure.
. Est..E ev.:Est. evation
Kind of :Improvements: of Breach
Reach: Length: Width: Slope: Land Use ; Improvements : 'Above :Floodwater Above
Flood Plain: Flood Pl.ain
Ft. Ft. % Ft. Ft. �J
2 .
3 .
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach /(Ia = ip r_ > Sd5 No DAv4.V ,L S
�aGw�
Hazard Classification of Q a b, c) (see NEM-Part 520.21)
Dam Classificati/en (I, II, 111,6V)
By
name
ti t�
Concurred By
-� C
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date
Date �6 f

170 a
Cems u 14/
1210'
175
All
12
ant
150
066
1006
150
61
17
61
j,
j
\—J 70 11271
...... . ..
162
4.' 0
15
1106
-N
X176
f
17
- ----------
1120
1006 )5�
755 2.7 Mi. TO N. C. 55 75 j 12'30" SrAl F 756 10, lc�
1. 24 nnn I

JUNE 20, 1994
WASTE UTILIZATION PLAN
----------------------
Owners name --:JAY HUGH WEAVER County:WAYNE
Mail Address -:MT. OLIVE
Type of production unit ---- :FEEDER - FINISH
Number of animal units-----: 2880
Type of waste facility ----- :Anaerobic Lagoon
Temporary storage period---: 180 days
Method of application ------ :IRRIGATE
Amount of animal waste produced-----------------:
Amount of plant available N produced by animals-:
5472 tons/year
6624 lbs./year
Commercial N to apply on planned acreage--------: 0 lbs./year
Your animal waste utilization plan has been specifically
developed for your swine operation. The plan is based on the
soil types, crops to be grown, and method of application for
your particular operation. The waste must be land applied at a
specified rate to prevent pollution of surface and/or ground
water. The plant nutrients in the animal waste should be used to
reduce the amount of commercial fertilizer required for the crops
where the waste is to be applied. This waste utilization plan
uses nitrogen as the limiting nutrient. Waste should be
analyzed before each application cycle and annual soil tests
are 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 content of the
waste. Do not apply more nitrogen than the crop can utilize.
Soil types are important as they have different infiltration
rates and leaching potential. Waste shall not be applied to
land eroding at greater than 5 tons per acre per year. Do not
apply waste on saturated soils or on land when the surface is
frozen. Either of these conditions may result in runoff to
surface waters. Wind conditions should also be considered to
avoid drift and downwind odor problems. To maximize the value
of nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or
not more than 30 days prior to planting. Soil incorporation
of waste will conserve nutrients and reduce odor problems.

Page 2
The acres needed to apply the animal waste is based on typical
nutrient content for this type of facility. Annual acreage
requirements may be more or less based on the waste analysis
report for your waste management facility.
YOUR WASTE UTILIZATION PLAN IS BASED ON THE FOLLOWING:
Tract Field Soil Crop Yield Lbs. N Acres Lbs. N Month to
No. No. Type Code /Acre /Unit Used Apply
481 1 WaB C
481 1 Tr C
481 1 NoC C
Available Nitrogen
Crop codes: Crop -unit
5.5 50.00 7.0 1925 MAR-OCT
4.5 50.00 8.0 1800 MAR-OCT
6.1 50.00 10.0 3050 MAR-OCT
----- ----- ----- ----- ------
Total 25.0 6775
(includes commercial) 6624
Surplus Or Deficit -151
A=Barley-bu.
B=Bermudagrass(graze)-tons
C=Bermudagrass(hay)-tons
D=Corn(grain)-bu.
E=Corn(silage)-tons
F=Cotton-lbs. lint
G=Fescue(graze)-tons
H=Fescue(hay)-tons
I=Oats-bu.
J=Rye-bu.
K=Small grain(graze)-acre
L=Small grain(hay)-acre
M=Sorghum(grain)-cwt.
W=Wheat-bu.
Y=Fescue(pasture)-tons
Z=Bermudagrass(pasture)-tons
16

Page 3
If more commercial fertilizer is used than shown in this plan,
then additional acres of land may be needed. A three to fifteen
feet wide permanent grass filter strip should be seeded along all
ditches in fields that receive animal waste.
Additional comments:
--------------------
--sl�tl�_� /fS--------------
---------------------------------
------------------------------------------------------------------
------------------------------------------------------------------
I
------------------------------------------------------------------
i
Prepared by: ��` Title: Date:
Concurred in by: ff, Date:.
Producer
I understand that I must own or have access 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.
�� b i Date:
Producer
Technical Specialist: D Date: % o
P
(Copy to producer and copy to case file)
17

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ap
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t 1 oL 3
North Carolina Agricultural Lztcasion Service
Agm-Wcaste Management
Binlogi=1 mzd A,&,- ^ - Bigirr g- _ bunt t C=a--a Sim
S."d - M. 1- 1, G ,
.Tarbes C. Haz�cr-*
3. S= i-Soy { c Lot _
-. Steamed di-mczly :---= lot --= sr_aace=
a. r� loaded =--Oader, collec= abez.� 2 Ibis of mu-n--s ;oa
d�om
; { . �� S�'ZdP�. •
a. %a?lect atsosr 2 1bs of Z�L' mom the '��r•E C-LtS�
avoiding bAddi---, ma:�T-als =d use
-- under-slo=zd-.Moor pit
a. E=--and a 1/2" ccaduiz open ma bath ends - ,.c
�+-===a = pit moor.
b. Seal tinge: and o-.;6' t (a. g. , by pI a ;.r.:.,;c ove= e=d
o� c 4 =) plrtg m— a that has enta=ad love_ a=d, r=ove
and e=7 sia-7 4-=o plank bucxer or
c. Ta3ca sabsazmles ~ota 5 or note 1oca�:aas or ar least L eta _--
d. lii= bad add about 3/4 pia= to ^axe-�allic sable c �:.a:.aer .
i _ rxtarior srarage baste or ==k
a. ua�ca sty a has best vel? '21-md vith a 11qu :d - -n--a
c cgper-ate :air pc�cg or propeller ag:.:a=an.
h . �a3ce smbs==Ias lit about 5 pic loci, o-s , :!t--cm agi==ar pt..• p
or �aa ta—a spreader bad placa j= a pias�:c bucice=.
*-o=assay bad arsioa Spec--:alis�, 3iological aid Ag +c•i "ra;, =;..,Ines=lag
Depa.eat, ?3a�� Ca-�i' :a Sma:s IIaiversi� 3a.1ei HC.

Att�.::imeat B
Page 2 of 3
c. Mix and add 3/4 pint to a nommara? i is sample contaiae: .
C. Lagoon Liquid
i. Collec= about 3/4 pint of recycled lagoon liquid from in=-Iow 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 10-2,51 pole.
b. Extend. bottle 10-15, away f+om bank edge.
c. Brush away floating scum or debris.
d. Submerge batr? e within 1' of liquid sa^--face .
e. E=M7 into a plastic bucket, repeat about 5 times around
lagoon, mix, and add 3/4 pint to no=e-.allic sample caata_ae.
D. Braila or Turkey Ui=pr
i. house litter
a. Vi dually inspect litter for areas of va_ quality, e.g.
"9ing q�-"� y
areas around feeders and caterers, and estimate percent of
floor surface in each area.
b. Take about 5 litter subsamnles at locations propor='_onats to
i am a. E.g., if 20% of litter of similar visual quality is
around feeders and waterers, take 1 subsample there and the
Other- 4 subsa=les from remainder of floor su--aca.
c. At each locarion, collect li=ar from a 6" by 6" area down to
ear--h floor and place in a plastic bucket.
d. After 5 subsamples have been added, to the bucket, mix, and add
about 2-3 Ibs litter to a nonmetallic sample Container such as
a 1-gal1on freezer bag and seal..
ii- From stockpile
a. Take suhsamples from about 5 locations at least IS" into pile.
b. Mix, add 2-3 lbs to nonmetallic sample can-wine='and seal.
SEC aVF�j,\jc: (�Ialil .
MAR 2 8 2019
Warm-7 QUERY
-jPgbnd Opardr7l$ s "Un
{I :i 21

" --achmenc B
.;e 3 of 3
11. SA-W-n v P3s_'_'ARA.X=ON AHD MAIM =
A. Place satzple into an expandable container that can be sealed. Ron a
residues f_om container with clean water but do not use dis=n+aczaars,
soaps, or = eat in any ocher way.
B. Pack sample in ice, ref±igsrata, fraexe, or arm=fer to lab quickly.
C. Hand -delivery is most reliable way of sample ans�ar.
D. L-: mailed, protect sample container with, pacId-rag mats :al such as
newspaper, box or package with wrapping paper, and tape.
E. Commercial sample con^..a43ers and mailers are also x7m ilable. Contacts:
J. AS! Easters Agric-slt 1 Lab, Inc.
7621 Gh{tatine Road
R:.csmaad, 7A ' Z3237
Ph: [phone]
ii. Fisher Scient{..Sic Co.
3315 ;Tinton Road
Raleigh, NC 27604
Ph: [phone]
i~. Polyaam Packers Cara.
2320 S. =ostar Avenue
1 heeling, IL 60090
Ph: [phone]
iv. HASCO
901 Jan esv^? le Ave--ua
For-.. Atai-son, W7 53538
?h: [phone]
F. P vate anaiy= cal labs are availacla , but sample ar-a ys es are costly.
G_. The NCDA provides this serrics for North CarolUna residents.
i_ Add —ass: North Carolina Deaa-=ent of 3gr4_cnl.trre
Agronomic Division
Pl nt/WT Lste/Soluticn Advisory Sect_aa
Blue Ridge Road Ca=a=
P.O. Box Z7647
Raleigh, NC Z7611
Ph: [phone]
Att :: Dr. Pay Campbell
U. Forwa:•c' $4 along with the sample.
iii. Include the following identification n ormation with sample:
a. Livestock species (dairy, swine, turkay, etc.)
b. Livestock usage (swine-m=sery, finishing; =,:..-key-breeders,
brooderhouse, grower, number flocks -own on litter; ern.)
c. Waste type (dairy -lot scraped ma-m, a, liquid slu—y; xw_lne-pit
slu=, lagoon liquid, sludge; broiler -house litter, szockpile
iv. Routine analyses performed on all samples:
v. Additional analyses performed upon request:
N, P, R, Ca, Hg, Na,
S, Fe, '.n, Zn, Ca, B
DX, No, Cd, Ni, .Pb

Total Volumes by Project
(combined volumes for each drawing)
Project: Jay Weaver
Drawing: Drawing 1
Number: GHF077
Location: Wayne Co.
Bid Date:
Engineer: G. Pettus
Owner: J. Weaver
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 07/18/94 Time: 15:50:53
'drawing: Drawing 1
Grid cell size: 3.62 by 3.62 Original drawing scale: 100.00 ft/in
panpand
CUT I FILL I EXCUTded I
ExFILLed
-------------------------------------------------------------------------------
Balanced 13529.341 9917.651 (135529.31 (12397.0
Existing I
N-----------------------------------3611.68�-------------1132.2-----------
Project: Jay Weaver
II , Expanded Expanded
CUT FILL CUT
Y-------------------------------------------------------------------------------
Project Totals: 13529.341 9917.651 13529.341 12397.07
Average'Shrink/Swell Percent I ( 0.00%) ( 25.00%)
-------------------------------------------------------------------------------
Project Net: 1 3611.681 ! 1132-.271
z3

----------------------------------------------
----------------------------------------------
Site Balance Report
Grid cell size: 3.62 by 3.62
Original drawing scale: 100.00 ft/in
----------------------------------------------
----------------------------------------------
Project: Jay Weaver
Drawing: Drawing 1
Number: GHF077
Location: Wayne Co.
Bid Date:
Engineer: G. Pettus
Owner: J. Weaver
Estimator:
----------------------------------------------
----------------------------------------------
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 07/18/94 Time: 15:49:21
----------------------------------------------
----------------------------------------------
Final surface: Balanced
Initial surface: Existing
There are no "Balanced" structures.
1 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
13529.34
12397.07
1132.27
0.169
13116.16
13302.45
-186.29
0.145
13174.42
13174.42
0.00
Raise "Balanced" by 0.145 feet.
2�(

Orientation: —45.0 Z Magnifica ion: 12.7
60.
58.
56.
54.
52.
50.
48.
46.
Lower Left
,4s 1511S1� 1111{jti
ti111111 j11i{1111
• � • ♦ ticntiu"'4ti" i`��SSSIt1��1���� 11 ti1111si11111ti1ti11
„ ,t���t �tit111 I 5 14 ��� U11
_.s,111►S�sti1�1111ss„5111�tiii��11111titiiti1l� �141�ti111 .
3D Mesh Surface
Balanced
Pro,iect: Jay Weaver
Drawing: Drawing 1
Number: 8HF077
Location: Wayne Co.
Bid Date:
Engineer: G. Pettus
Owner: J. Weaver
Estimator:
Prepared by: GOLDSBORO H00 FARM using SITEWORK
Date: 07/18/94 Time: 15:53:01
Inclination: 20.0
3D Mesh Surface

70
58
50
58
Report: Plan View Cross-section Locations
Project: Jay Weaver
Drawing: Drawing 1
Surface: Balanced
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 07/18/94 Time: 16:36:56
Scale: 70 fit/in

61.0
59.5
58.0
56.5
55.0
53.5
52.0
50.5
49.0
47.5
46.0
44.5
Cross-S '•ion Plots
Digit `f Points
Horiz. scale: 60 ft. Vert. scale: 3 ftiin
Project: Jay Weaver
Drawing: Drawing 1
Number: ONF077
Location: Wayne Co.
Bid Date:
Engineer: G. Pettus
Owner: J. wweaver
Estimator:
Prepared by; GOLDSBORO HOG FARM using SITEWORK
Date: 07/18/94 Time: 16:40:01
A - A'
...................:.::............................... ............ ........................................................................................................... ::•.....................
7
Existing
................ :................................................................................................................................»_ .......... .............................
.......... ....:............. :......... .......... ..................... ................. ..,................................................... ......................
.........................................................................................:............................................................................. ...............................
...................................... ............................................................................................................ ............... ......:................................
Balaiced
........... ...................................................................................................................... ......................... ...........:..................................
..............................................................................................................................................................................................

Cross-S--tion Plots
Digit' i Points
Horiz. scale: 60 ft• Vert. scale: 3 +tiin
61.0
59.5
58.0
56.5
55.0
53.5
52.0
50.5
49.0
47.5
46.0
Pro3ect: Jay Weaver
Drawing: Drawing 1
Number: GHF077
Location: Wayne Co.
Did Date:
Engineer: 0. Pettus
wner: J. Weaver
Estimator:
Prepared by: GOLDSBORO HOG FARM using SITEWORK
Date: 07/18/94 Time: 16:43:53
B -sp
-- -- - _..__...._....._ -- -- - - ...j.
�...............t:....... .�-.,,�............................:..........: .. ��. .f. ... ..........
............................... ;. .......................
............................................................'e. ............................. �. .....................
Existing _
....................................................................................... .
................................................................................................... ..........:............................................ ........... ..................
.........................................................................................................................................:,•. ' ................
............................................................................................................................................................................. '..._: �..............,
Bala ced
............................................................................................................................. ................................ ;......................................
,
.......................................................................................................... S .................. ..................................................................,
k- 44.5

_1.S.D.A. SCS-CPR- 26
•: it Cons ion Service NU:
4.
HIGHLY ERODIBLE LAND AND WETLAND
PONSERVATION DETERMINATION
Name and Address of Person 12. Date of Request
TA Lk�
C `/3 CAf Z%L 13. County
GS
of USDA Agency or Person Requesting Determination 45. Farm No. and No.
II 3�T/
SECTION I - HIGHLY ERODIBLE LAND
6. Is soil survey now available for making a highly erodible land determination? Yes No ❑ __.
7. Are there highly erodible soil map units on this farm? Yes No ❑
;. List highly erodible fields that, according to ASCS records, were used to produce an agricultural commodity in any
crop year during 1981-1985. -
9. List highly erodible fields that have been or will be converted for the production of agricultural commodities and,
s purpose in any crop year during 1981-1985; and were not
according to ASCS records, were not used for thi
Hens cnt_aciria nr diversion orociram.
1 i7. This Hi hl Erodible Land determination was completed in the: Office Field
SECTION 11- WETLAND
11. Are there hydric soils on this farm? Yes No 0
12. Wetlands (W), including abandoned wetlands, or Farmed Wetlands (FW) or Farmed Wetlands Pasture (FWP).
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to December 23, 1985, as long as they are not
abandoned.
13. Prior Converted Cropland (PC). Wetlands that were converted prior to December 23, 1985. The use, management,
drainage, and alteration of prior converted cropland (PC) are not subject to the wetland conservation provisions unless
t6- r—,artc to wetland as a result of abandonment.
14. Artificial Wetlands (AW). Artificial wetlands includes irrigation -induced wetlands. These wetlands are not suulC;L
to the wetland conservation provisions. .
15. Minimal Effect Wetlands (MW). These wetlands are to be farmed according to the minimal -effect agreement signed
qt the time the minimal -effect determination was made.
igation Wetlands (MIW). Wetlands on which a person is actively mitigating a frequently cropped area or a wetland
converted between December 23,1985 and November 28, 1990.
17. Restoration with Violation (RVW-year). A restored wetland that was in violation as a result of conversion after
November 28, 1990, or the planting of an agricultural commodity or forage crop.
18. Restoration without Violation (RSW). A restored wetland converted between December 23, 1985 and
November 28, 1990, on which an agricultural commodity has not been planted.
19. Replacement Wetlands (RPW). Wetlands which are converted for purposes other than to increase production,
­i ... c nrP hPina reolaced at a second site.
20. *Good Faith Wetlands (GFW+year). Wetlands on which ASCS has determined a violation to be in g000 *anti di iu LIM
_a....A L-. i.ccn ractnrP.d_
21. Converted Wetlands (CW). Wetlands converted after December 23, 1985 and prior to November za, ivvu. it, dny
year that an agricultural commodity is planted on these Converted Wetlands, you will be ineligible for USDA benefits.
22. Converted Wetland (CW+year). Wetlands converted after November 28, 1990. You will be ineligible for USDA
program benefits until this wetland is restored.
23. Converted Wetland Non -Agricultural use (CWNA). Wetlands that are converted for trees, fish production, shrubs,
ti..;w;nn nnri road construction.
24. Converted Wetland Technical Error (CWTE). Wetlands that were converted as a result of incorrect determination
are considered maintenance and are in compliance
Oy
25. The planned alteration measures on wetlands in fields
with FSA.
26. The planned alteration measures on wetlands in fields
:rr tt,. reran to hecome a Converted Wetland (CW). See item 22 for information on
27. The wetland determination was completed in the office
28. Remarks. n ,O , / ZO a-•r J L'j e
field
and was
J � "ne
1 certify that the above determination is correct and adequatefor eligibility for USDA program benefits, and that wetland hydrologykydrophyric vegetation under normal circumstances exist on all ar
Wetlands. Farmed Werfands and Farmed Werlands Pasture.
Assistance and programs of the soil Conservation Service available without regard to
V
TOTAL ACRES
TOTAL ACRES
are not considered to be maintenance and if
to the
o. S' atu . of SCS District onservat/i
Givr c� e-
C
religion, color, sex, age, or handicap.
SCS Copy
31. uate
Zy

yr � r, _ r ' _ - •4 - J '�• 'j
J >� t, ski, � L�' f� - �J 7 • _ �. a}C ,•SC�.` �_:0 6 � � � � �- «Y tS r � f.g�'u
fKy 1 AA .'t_`7 /, t_ �� ._ _ `t+.. • r•a. .. • 4'! � " � 4 •. 'Tttc .s-'�•a� _
° �1ri ':�••„ .4 � �� � yY41 .� b r r - sw E�, 4 * :y rt
v i 1l Ks tier' �y
- � 1'Y .. � _ E - 'ir tom' Y. ,sc ` .. _ "• . � `' �v. y�r,�i- "k- ,t
. - ` �. / }i fir,' ,•� � �.3� ��- y`�,.r�,
N�
r�•a• .�- •- tom,_ +`c+Fr ':� r?:�
- rJ - . � �' ••, ,':• :ram _,.. � > r,' - i-"
4 s _ e=��. Y•K :}"�� � -' y � .�-�='�. 'fit �.�+` `�+4.YS` . �k
r'f Fi� a f{• �i rti •t''�'\- ..i ti ��}��2iL jf'r.�'i�%
� Z._'- �• �•i' , �'i•^ � "° f`''c f v!` �5s�ypy.,f� ' r � r'Gt�i d
�. is � -' TM'� 7 �� / 9• . � h ftJ`i•, '�•�ti�ryj.°�'7� _ � sk��`,�'
IA x 1
1 Lr 4. �`• a tIrGr.
J•�
kIr
Go
nIr-
- �' f. ->x3 - ■ ;° rya tip" � s`-,i r'ty-, ^'r .c,
I 1
l r• 3,.� Ali r r t.

A.; �Y. �,rAs�s xANAc- rr Fra� es _aF,caT�aN FcR xaar OR 3 A.I7i ED FsZDLO S
please return the eompletad form to the Division of $nv�wo"^a^tat Naaagaaent at
t! a addseas on, the reverse aide of th/,ia fors.
Name of f -m PI se�pVVrint � � ea vg k- m
Address s: C T1 e n h _
Phone No.:
County: n
Farm location: Latitude and Longitude:I°JA' 6501240W -q" (requ-red) Also,
please attach a copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.): wine
Design capacity (number of animals): 7..RRn
Average size of operation (12 month population avg.): 2880
Average acreage needed for land application of waste (acres): 5
asasasassa3a3=aasa3sasasassea:=3sassasasaaaasa=�asasas=sea=asaaasass=aasasaaas
Tec'sr,.ieal Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water
Conservation Commission pursuant to ISA NCAC 6F .0005, I certify that the new or
expanded animal waste management system as installed for the farm named above
has an animal waste management plan that meets the design, construction,
operation and maintenance standards and specifications of the Division of
Environmental Management and the USDA -Soil Conservation Service and/or the North
Carolina Soil and Water Conservation Commission pursuant to ISA NCAC 2H.0217 and
15A NCAC 6F .0001-.0005. The following elements and their corresponding minimum
criteria -haze -been verified by me or other designated technical specialists and
are included in the plan as applicable: minimum separations (buffers); liners or
equivalent for lagoons or waste storage ponds; waste storage capacity; :adequate
quantity and amount of land for waste utilization (or use of third party); access
or ownership of proper waste- application equipment; schedule for timing of
applications; application rates; loading rates; and the control of the discharge
of pollutants from stormwater runoff events less severe than the 25-year, 24-hour
storm. 1
Name of Technical Specialist (Please Print)
Affiliation: N
Address (A envy): r W. C estnut St. Galdshoro Phone No. 919-731-1532
Date:
Signature:-
3=3==sa3a=a=====a==sas33a3asssaassassas3=a=-s=aaasas3as3e3=aa=aa3sa3as
Owner/Manager Agsaemaat, _ ..
I (we) understand the operation and maintenance procedures established in the
approved animal waste management plan for the farm named above and will implement
these procedures. I (we) know that any additional expansion to the existing
design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) also
understand that there must be no discharge of animal waste from this system to
surface waters of the state either through a man-made conveyance or through
runoff from a storm event less severe than the 25-year, 24-hour storm. The
approved plan will be filed at the farm and at the office of the local Sail and
Water Conservation District.
Name of band Owner) (Please Print) : c,
Date-
Signature: f - 4/ '
Name of Manager, if different from owner (Please print):
Signature:,. • Date:_
XQt�g: A change in land ownership requires notification or a
(if the approved plan is changed) to be submitted to
Environmental Management within 60 days ofDaa"*ititl USE Otraan:AfCG�Tr.
new certification
the Division of

--------- ---
IOTION SgMET FOR APPLICATIONS
ADDRESS: / �'6 r (/ Lo r Y
PHONE: CJ--P q-
SOCIAL SECtMj7W NO.
1.
2.
t; 17
Obtain cutout maps from
and locate where ASCS office with field4
Apply for tPractices) are to be initiatednumbers
.
he
SCS office he M uAgricultpply ure. cost Share
appInfolication! n!ation is required Priinformation re requested"
at This
e
quested;'
acceptance of the is
Tract No. �{�
Farm No.
Field No(S)•
Size and t !�
YPe of farming operation
Location o f
Practice re farm (NCSR)
Quested � J G �_-
%!s.
3• Additional •
instructions are available for
all
4- A list of contractors
practices.
is available upon request.
5. Company Name:
6 • How Many Houses: L/ / f
7. J
Farrow Operation.
o�--a crow
8 . to
Wear,= Feeder to Finish, dee
EFFLUENT APPLICATION: er.
TRACT NO.
FIELD NO.
CROP PLANTED

pit
va

2.210AWI
±,no,000•
aL22•

it - y '?: J .i � C ` � . _ ••. i �}'�` -•1
+r. f i^ _� i � �- '�.- a •,,a r ` ^ '' C � 1 lit I � ..
-
-
e• T. .. �: � .�,�' •'1- F -tea �.• r
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"� -- r •tea. �� , -' y ,,�
i .y� T' v � is y •.a y S. � � t� +.1••• rYsL. t� -
�F' - � • "77 - � i {- _ � 1 �,,`a._:? _ �-[ ; r'i�l� -.ram->.� . t' . ��.`hr ..Y ,
¢.k t; - � r ;; - , ts,• .,fit ,¢1 -' 'i-r r ?'y,,tr�" �,i{�ti.:.,�� �i'-,":,r.-... ro E _ - •i'
+ • .Y_y.p. � �^ Y,; •S. -•r.� ��iw lwV'=.� i'/ef'r'7 -r tfwiL.
-'L^'•�:; '� - may. 4, 'v .� I !' �i'
'� ♦ 1 e�(� / � _•"Pj-.:fa'L��,4 se5¢,�. ''ktiw� � ,� M�tr �
:fir - :� � %; v T' �1. .V,. v. >r c� t`� •.. .r :� �- .
�t _ _ ALL J -F,-. - ♦?��sF �`}�"��� £.'r` �-.3 �� � � : ♦ _
- v ! I,f'" r � I ,�F �f � r � _ r i e-, � • r ` .Sr
. �:' •- yr[ ram: : ;•.. �7-_.� •I. %

NORTH CAROLINA
WAYNE COUNTY
THIS AGREENENT. Made and entered into this the 07
--' 191to by and betwee
called "Goldsboro"n COLDSBORp 11pG FARMS day of
) and _ _� , INC. (hereinafter
(hereinafter called "Growerf');
THAT WI TNF.SSETH:
WHEREAS. Grower is en a
and desires to � gaged in aari-bualne,s as
a Pork Producer
as
Possible. s _ �lN1y�i�NG~�yconstruct:
accommodate up to (+ ) building + aS Soon
28 $b g hOg finishing facility to
and ��--���� hogs (hereinafter called " „
facility ),
WHEREAS& Grower, in order to facility, has requested expedite the construction
preliminarythat the
a Of said
design for , ssiat his, in prepariaA a
Y for lagoon to handle the
r submittal to the soilyaste-water
approval Conservation generated bar this
' and Service for its review and
WHEREAS, Goldsboro,
' as an accosaodation to G or fee, agrees to rower, and for no said facilit prepare a preliminary
Y upon the terms and conditions t lagoon design
1• Grower hereinafter stated gn for
understands and a , to -wits
employees shall Braes that neither Goldsboro
have any liability nor its
person, fi'rn or corporation Y or resPonsibilit
poration for said Y to Crowet or any other
pTeParing said lagoon design only ae an goon desist end that Goldsboro ie
2' That Bald la accommodation to
Conservation
aO°n design shall be submitted b Grower,
rvation service for its
construct
review and Y Grower to the Soil
ct Bald lagoon in strict approval and Cr
finallycompliance ower asleaa to
approved by the Soil Conaervstio with the lagoon deal
so Crower a n Service. gt a■
and all Braes tO indemnify and hold
liability for dams.... harmless Coldaboro
attorney fees) to either claims or losses from any
In an Persons or (Including reaaonabla
Y way copteeted w Property caused b with the construetlon , by.
arisias out of. or
4. Thi■ agreement and/or o
respective shall be bindin operation of Said la
Successors, heirs s on the parties goon.
'IN TESTI)IpN + Personal hereto end their
NHEREOl repraaentatives snd assi
duplicate on + the Portia, have executed t
ginalS, this the day and Year first abovehws agreement in
written.
GOLDSypRO HOG YAMS. INC.
BY:
GOLDSfORO
_A0WReIeaaa _ L39 C (SEAL)

2235000 FEET s'0NoW _ WAYNE COUNTY, NORTH
CAROLING -
-
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No
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Ke 'a" �a Wa8 . Tr �+ ,. r ••st" -, - •< Y = _ :>�, c''rc ..r ,-.
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•. • A� a NoA
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EX 03rr D-1
IRRIGATION SYSTEM DESIGN PARAMETERS
Lundowncr/Operator Name: J Ail W" V eR County: W'4q N E
Address: 45(o G.5. (GOWN R.n.
M-r- Di-ryt;, NG 25365 T Date: _ 12 kp-IL qq
Telephone: AIq- foSq-3aeo
TABLE 1 - Field Specifications
Fleldl
Number
Approxtmdta
Maximum
Useable Size
of Fleld2
(acres)
Soll Type
Slope
"/o) I
Croa
Maximum
Application
NO
(Whr)
Maximum
Applicatlon
per IrrIgedlon
Cycle3
pnches)
Comments
1A
µ.lb
Norwal.1c
2-6
P-VkM1cpa "A,f ISan C-TIAHN
•50
I - Do
ZA
I.36
ZB
1.55
..
..
.. .. .. ..
•.
.,
26
5.00
2 D
4.59
3A
I.4•cl
ew-RNwtjC" SOyve-"
��
••
4A•�
o.z
,. ,. ..
.,
l See attached map.
2Total field acreage minus required buffer areas.
3Refer to N. C. Irrigation. Guide, Field Office Technical Guide, Section 110. Annual application must not exceed the agronomic rates for the soil and crop used.
MRCS, NC
ibNE; .1.996

BIG GUN°
PERFORMANCE TABLES
U.S.
UNITS
100. SERIES,.BIG GUNS
- 240 TRAJECTOO "
100 T TAPER.BO.RE NOZZLES
"''Noiife Nozzle '
.ar" "r�r"
Nozzle
,g"
Nozzle
.85"
Nozzle
.7"
Nozzle
.75"
Nozzle
9"
Nozzle
ES"
Nozzle
9"
Nozzle
1D'
`GPM
P.S.I. GPM DIA. GPM DIA.
GPM DIA.
GPM DIA.
GPM DIA.
GPM DIA.
GPM DIA.
GPM
DIA.
GPM
DIA.
DIA.
50 50 205' 64 215'
7d 225'
87 235'
10C 245'
115 256'y
130 265'
150
273'
165
280'
204 300'
70 60 225' 75 238'
88 " 250'
103 " 263'
120 275'.
136 283'
155 . 295'
177
302'
_ 197
310'
243 338'
90 6illillili8 24illia6' 83 258'
100 270'
- yYA
117 283'
-
135 295'
155 306'
J1
176 315'
201
326'
223
335'
274. 362'
swik�-
110 76 265' 92 278'
111 290'~
129 303'
1 150 315'
1 171E 324'
195 - 335'
1 222.
3"'
1 247
355
304 380,
-Available only with F100 & SR100.
100 R
RING NOZZLES
100 DN DIFFUSER NOZZLES
•71 RING
.77 RING
.61 R ING
.66 RING
.89 RING
.93 RING
.96 RING
0.5 DN
0.8 DN
0.7 DN
0.8 DN
PSI
GPM DIA
GPM DIA
GPM DIA
GPM DIA
GPM DIA
GPM DIA
GPM DIA
GPM DIA
GPM DIA
GPM DIA
GPM DIA
403
VI 66 208
78 212
`Aai
_ 91.-215_
103 224
118_-235
134.,238
152 242
45 1.54
66 168
91 182
118 19E
60
81 235
96 240
110 245
125 260
141 270
164 275k
183 280
- -
_ - --
110 200
143 21E
wl
80
94 255
111 265
i27 -275
145 285
-
163L 300
189 305
211 315
- -
- -
- -
- -
s - ,.
100
105 270
1 124 260
142 295
162 305
182 320
212 325
236 335-
,.
"The diameter or mrow is approximately qjo less lur ure
150 SERIES BIG GUNS - 240 TRAJECTORY"
150 T TAPER BORE NOZZLES
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
J.,8"
.9"
1.0"
1.1'
P.S.I.
GPM
DIA:
GPM
DIA.
GPM
DIA.
GPM DIA.
GPM
DIA.
60
110
265'
143
285'
182
305'
225 325'
275
345'
80
.-....
128
., .-
A.9gaillunaw
290'
-
165
- ,
310'
210
'N' -
335'
260 ^ 355'
c ,
1&193159
375'
100
143
310,
185
330'
235
355'
1 290 375'
355
400'
{
120
157 3W
204„
350'
258}
375'
1 320 395'
1 385
420'
150 R RING NOZZLE
IV
3(y01 P.S.I.
f-r'oSe ....60,
mg
.86"
GPM DIA.
Ring
.97"
GPM DIA.
w
Ring
1.08" .'
GP.M' ' ;DIA.
Ring
1.18"
GPM DIA.
G
110 .260,
.128
143 280'
182 .-'300'
225 315'
2i0 320'
; ~ y
260 340'
N290 "
280'
-
165 300'
- r
_
360'
143 300',
185- 320' ..
r335'
235 340'
,.. --
157 -lz 315'
204
1 258 360,
320 380'
"The diameter of throw is approximately 3% less for the 211 trajectory angle.
200 SERIES BIG GUNS - 270 TRAJECTORY"*
,2nn T rAcvp RARE NA77LF-S
Nozzle
Nozzle
Nozzle
1.05".
1.11
1.2"
P.S.I.
GPM DIA.
GPM DIA.
GPM DIA.
f
355 395'
70
270 360'
310 380,
-
- F
a.
1"-
90
310 390'
350 410'
405 425'
110
340 410'
390 430'
445 450'
130
370 425'
1 425 445'
485 465'
Nozzle
1.3"
PM DIA. GF
115 410' 41
175 445' 5,
IMIM
i25 470' 61
i65 485' 6
Ring
1.26"
'M DIA.
315 360'
E
355 380,
alj
385400'
P
Nozzle
1.2"
GPM DIA.
330 365'
�eecy�YYi 1 u
380 395'
425 420'
455 'MI
Ring
1.34"
GPM DIA.
330 350,
0.,.. ;,.380
,
AA
425 400'
aac •.L1a1.1rr i
465 420'
Nozzle
1.3'
GPM DIA.
385 380'
dabim
445 410'
i
500 44D'
Ring
1.41'
GPM DIA
385 355'
445 395'
Soo 415'
545 435'
Nozzle
Nozzle
Nozzle
Nozzle
Nozzle
1.4"
i
1S"
1.6"
1.75"
19"
M DIA.
GPM DIA.
GPM DIA.
GPM DIA.
GPM DIA.
. ...• -
- .
lffil
555 450'
630 465'
755 495'
890. 515'
0 430'
t
F
5 465'
625 485'
715 505'
855 535'
1005 555'
695 Y 515,
" 790 535'
1 945 565'
1110 590,
5 495'
M560,
5 515'`
755 540'
860
1025 59D'
1210 620'
200 R
FP S.I.
RING NOZZLES
1 14" Ring
(1.29" act
GPM DIA.
r -.1,.. ,. .. .-.dry
250 340'
1. 3/B" Ring 1 t/�" Ring 1 IV Ring 13/44' Ring 1 W Ring 2" Ring
(1.46" actual) (1.58" actual) (1.66" actual) (1.74" actual (1.83" actual) (1.93" actual).
GPM DIA. GPM DIA. GPM DIA. GPM DIA. PMr GPM DIA. PM DIA.
.... - -- .y, • _...,..r-c.. • ,.
330 370 385 390' 445 410 515 425 585 440 695 455'
....
60
80
290 370'
,
380 400' 445 420' 515 440' 590^ 455' 675 470' 805 490'
1D0
325 390,
425 425 500 445' 575 465' 660 480' 755 500 900 520'
..
545 465 630 485' 725 500 825 ..t 520 r 985 545'
120
355 410'
465 445'
LAN L
of throw is approximately
2% less for the 241 trajectory angle, 5% less for the 21 ° trajectory angle.
"The diameter
The BIG GUNm performance
data has been obtained under ideal test conditions and may be adversely affected by wind, poor hydraulic entrance conditions or other factors.
Nelson Irrigation Corporation makes no representation regarding droplet condition, uniformity, or application rate.

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zt
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No
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g
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Mae,
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If' Zr

mmrd
Ak
t. Y
, ZK-'
vo
kt
Ac
VV
Ile
r -jel
e ri i z a ; fa
gyp. A N A[ S
n -a ��^�w. yy—_ a �'4l#�'• , i � may.. • a ..,.. }(�
l i • _ -v � `'may, 1
� �<,• �p+a'{ti� � ri, � /►��• rid, s� .��M. ���
y
4
-�� ' +y. ♦ -.fi,: 'q" _ - ¢' S, �'�. ��`-If�rr��o®a �y ,ylr' ' E -r.2. i� -I � *1
ptv

Swine Farm Waste Management Odor Control Checklist
Y BMPs to Minimize Utlor "'•` "r"""- - --
Source Cause
Farmstead • Swine production Jlif Vegetative or wooded buffers;
0 Recommended best management practices;
® Good judgment and common sense
Animal body surfaces • Dirty manure -covered animals A Dry floors
Floor surfaces • Wet manure -covered floors ® Slotted floors;
ko Waterers located over slotted floors; -..
O Feeders at high end of solid floors;
(3 Scrape manure buildup from floors;
0 Underfloor ventilation for drying
Manure collection pits Urine; O Frequent manure removal by flush, pit recharge,
.. Partial microbial decomposition or scrape;
Underfloor ventilation
Ventilation exhaust fans Volatile gases; J 0 Fan maintenance;
Dust
R
Efficient air movement
Washdown between groups of animals;
Indoor surfaces • Dust
®
Feed additives;
®
Feeder covers;
R
Feed delivery downspout extenders to feeder
Flush tanks Agitation of recycled lagoon
O
o9VW
Flush tank covers;
fill lines to near bottom of tanks with
liquid while tanks are filling
O
Extend
anti -siphon vents --- -- -
Agitation during wastewater
a
Underfloor fliisli.with underfloor ventilation
Flush alleys
v
cnnvevanCe
Pit recharge points • Agitation of recycled lagoon
liquid while pits are filling
Lift stations • Agitation during sump tank
Filling and drawdown
Outside drain collection • Agitation during wastewater
or junction -boxes conveyance
JIM Extend recharge lines to near bottom or pits
with anti -siphon vents
fO Sump tank covers
fJ BOX covers

your"
End of drainpipes at
lagoon
Lagoon surfaces
I3MPs to Minimize Odor
Agitation during wastewater f9 Extend discharge point of pipes unaernaau,
conveyance lagoon liquid level
• Volatile gas emissi
• Biological mixing;
• Agitation
• High pressure agitation;
Irrigation sprinkler
nozzles • Wind drift
Storage tank or
surface
Settling basin surface • Partial microbial decompi
Mixing while filling;
Agitation when emptying
Manure, slurry or sludge • Agitation when spreading;
spreader outlets • Volatile gas emissions
Uncovered manure, • Volatile gas emissions while
slurry or sludge on field drying
surfaces
Dead animals
Dead animal disposal
pits
Incinerators
0 Proper lagoon liquid capacity;
gF Correct lagoon startup procedures;
a Minimum surface area -to -volume ratio;
Fj Minimum agitation when.pumping;
O Mechanical aeration;
O Proven biological additives
tg( Irrigate on dry days with little or no wind;
Eg Minimum recommended operating pressure;
® Pump intake near lagoon liquid surface,
❑ Pump from second -stage lagoon_
Cl Bottom or miWevei 10aaa16,
O Tank covers;
O Basin surface mats of solids;
❑ Proven biological additives or oxidants
• Partial microbial decomposition;
• Mixing while filling;
• Agitation when emptying
❑ Extend drainpipe outlets underneath liquid
level;
0 Remove settled solids regularly
❑ Soil injection of siurry/siuugob,
❑ wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
❑ Soil injection of slurry/sludges
Cl Soil incorporation within 48 hrs.;
® Spread in thin uniform layers -for rapid drying;
❑ Proven biological additives or oxidants
Carcass decomposition i$ Proper disposition of carcasses
• Carcass decomposition ❑ Complete covering of carcasses in our►aI N.J,
❑ Proper location/construction of disposal pits
• Incomplete combustion O Secondary stack burners
�:._ e..e,.:r.,. Prartirec

Source Cause BMPs to Minimize Odor Site Specific Practices
• --
Standing water around - Improper drainage; IN Grade and landscape such that water drains
facilities - Microbial decomposition of away from facilities
organic matter - ---
Manure tracked onto - Poorly maintained access roads 19 Farm access road maintenance
public roads from farm
access -- ---- .. — ---_—
Available From : r.-
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 28-89 NCSU- BAE
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE
129-88 NCSU -BAE
Swine Production Facility Manure Management: Underfloor Flush -Lagoon Treatment; NCSU - BAE
Lagoon Design and Management for Livestock Manure Treatri�ent 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
Flush Gutters
• Accumulation of solids
O
a
Lagoons and Pits
• Crusted Solids f
Excessive Vegetative
• Decaying vegetation
Growth
Feeders
Feed Spillage
O
Accumulations of feed residues
17
Feed Storage
0
laws to Control Insects _ Site Specific Practices
Liquid Systems
Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
Remove bridging of accumulated solids at
discharge
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.
Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along watees edge on impoundment's perimeter.
Dry Systems _ ---
Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
Clean up spillage on a routine basis (e.g., 7 -10
day interval during summer; 15-30 day interval
_during winter). --
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).
Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

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

Insect Control Checklist for Animal Operations
Source Cause _ BMPs to Control Insects Site S ecific Practices
Li uid S ystems
Flush gutters Accumulation of solids O Flush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
® Remove bridging of accumulated solids at
discharge
Lagoons and pits Crusted solids ® Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Excessive vegetative Decaying vegetation 0 Maintain vegetative control along banks of
growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Dry Svstems
Feeders Feed spillage ® Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
0 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 0 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)
O Inspect for and remove or break up accumulated
solids in filter strips around feed storas=e as needed
Animal holding areas Accumulations of animal 71 Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal
C1 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 O 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
0 Provide for adequate drainage around manure
stockpiles
13 Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
hnndfimoy, areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

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

d. Leakage from flush systems, houses, solid separators -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house, flush systems, or solid separators.
5) Repair all leaks prior to restarting pumps.
e. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks- possible action:
1) Dig a small sump or ditch away from the embankment to catch all seepage, put in
a submersible pump, and pump back to lagoon.
2) If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
3) Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
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

ON PLAN
PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management System (EMS)
Soil and Water Conservation District (SWCD)
Natural Resources Conservation Service (NRCS)
y/la � � r/ ` /..s3
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.
November 23, 2016