310160_Application_20240229

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2024, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore,all applications
must be received by the Division of Water Resources by no later than April 3,2024.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Certificate Of Coverage Number: AW S310160
2. Facility Name: Carter&Sons Hog Farm 1&2
3. Permittee's Name(same as on the Waste Management Plan): Coy Carter
4. Permittee's Mailing Address: 668 Rivenbank Town Rd
City: Wallace State: NC Zip: 28466
Telephone Number: 910-285-4456 Ext. E-mail:
5. Facility's Physical Address: 112 Dobson Chapel Rd
City: Magnolia State: NC Zip: 28453
6. County where Facility is located: Du lin
7. Farm Manager's Name(if different from Landowner): Clay K Carter
8. Farm Manager's telephone number(include area code): 910-296-8340 Ext.
9. Integrator's Name(if there is not an Integrator,write "None"): Murphy-Brown LLC
10. Operator Name(OIC): Jacob Weldon Harrell Phone No.: 910-271-5040 OIC#: 1005256
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 8,568
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment Lagoons,Digesters and Waste Storage Ponds(WSP):(Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure Type Estimated Liner Type Estimated Design Freeboard
Structure (Lagoon/Digester/ Date (Clay,Synthetic, Capacity Surface Area 'Redline"
Name WSP) Built Unknown) (Cubic Feet) (Square Feet) (Inches)
1-3064 Lagoon 5/10/1997 Full,clay 663,960.00 82,764.00 27.00
2-3064 Lagoon 10/10/1989 Full,clay 479,250.00 42,253.00 19.50
3-3065 Lagoon 12/14/1993 Full,clay 729,792.00 81,893.00 19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.10C(d), either by mailing to the address below or sending it via
email to the email address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g. irrigation, injection,etc.)
b. A map of every field used for land application(for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation(design,calculations,etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations,wetland determinations,or hazard classifications that may be
applicable to your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,solids separators,sludge drying system,waste transfers,etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false
statement, representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18
U.S.C. Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years,or both
for a similar offense.)
Print the Name of the Perm ittee/Landowner/S ign ing Official and Sign below.(If multiple Landowners exist,all landowners
should sign. If Landowner is a corporation,signature should be by a principal executive officer of the corporation):
Name(Print): Coy C� 'a•'���- Title:
Signature: ��,/ (7; Coz�6-,— Date: q 1 Z q-
Name(Print): Title:
Signature: Date:
Name(Print): Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636

Nutrient Management Plan For Animal Waste Utilization
12-26-2016
This plan has been prepared for: This plan has been developed by:
Carter&Sons Billy Houston
Clay Carter Duplin Soil& Water
648 Rivenbarktown Rd 165 Agruculture Dr
Suite B
Wallace, NC 28466 Kenansville, NC 28349
910-285-8720 910-296-2120 x3
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
- �-
Signa a(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specialist Signature Date
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935864 Database Version 4.1 Date Printed: 12-26-2016 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 7,942,536 gals/year by a 8,568
animal Swine Finishing Lagoon Liquid operation.This production facility has waste
storage capacities-of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 14317
Incorporated 17180
Injected 17180
Irrigated 14317
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied obs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 14,317 15734 -1,417 8,728,919 -786,383
Year 14,317 16004 -1,687 8,878,709 -936,173
=---- --------- --- -------- ------ --- ---- - - -------
Note: In source ID,S means standard source,U means user defined source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
935864 Database Version 4.1 Date Printed: 12-26-2016 Source Page 1 of 1

Narrative
WUP has been revised to reflect installation of a center pivot in field number 3 (removed pulls 7-10)see
attached spec sheet and layout sketch.
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35864 Database Version 4.1 Date Printed: 12 26-2016 Narrative Page 1 of 1

The table shown below provides a summary ofthe crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
3972 1 11.14 11.14 N/A Lumbee Fescue Pasture 4.0 Tons
3972 2 10.311 10.31 N/A Lumbee Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 4.5 Tons
3972 3 28.38 28.38 N/A Noboco Fescue Pasture 3.5 Tons
3972 4 18.69 18.69 N/A Noboco Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.5 Tons
3972 5 9.66 9.66 N/A Lumbee Fescue Pasture 4.0 Tons
73389 15.00 15.00 N/A Johns Corn,Grain 120 bu.
wheat,Grain 55 bu.
Soybeans,Manured,Double Crop 38 bu.
PLAN TOTALS: 93.18 93.18
LI Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practicessuch as Filter Strips(393)and
Riparian Forest Buffers(391).
935864 Database Version 4.1 Date Printed 12/26/2016
PCs Page I of 1
NOTE: Symbol#means user entered data.

The V Utilization table shown below summarizes the waste utilization r_ l for this operation. This plan provides an estimate of the number.,lacres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Canm Res. Manure; Liquid Solid Liquid Solid
PA Fert. pbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
pbs/A) pbs/A) (!WA)
Source Total Use. Applic Applia 1000
Tract Field ID I Soil Series Acres Acres Crop RYE Period N N N Method K gal/A Tons 1000 gals tons
3972 1 -S7 Lumbee 11.14 11.14 Fescue Pasture 4.0 Tons 811-7/31 130 0 0 Irrig. 130 72.12 0.00 803.43 0.00
3972 2 S7 Lumbee 10.31 10.31 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 285.99 0.00
3972 2 S7 Lumbee 10.31 10.31 Hybrid Bermudagrass Pasture 4.5 Tons 3/1-9/30 146 0 0 brig. 146 81.00 0.00 835.09 0.00
3972 3 S7 Noboco 28.38 28.38 Fescue Pasture 3.5 Tons 8/1-7/31 120 0 0 Irrig, 120 66.57 0.00 1,889.36 0.00
3972 4 S7 Noboco 18.69 18.69 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 brig. 50 27.74 0.00 518.44 0.00
3972 4 S7 Noboco 18.69 18.69 Hybrid Bermudagrass Pasture 6.5 Tons 3/1-9/30 222 0 0 Irrig. 222 123.16 0.00 2,301.88 0.00
3972 5 S7 Lumbee 9.66 9.66 Fescue Pasture 4.0 Tons 8/1-7/31 130 0 0 brig. 130 72.12 0.00 696.69 0.00
73389 S7 Johns 15.00 15.00 Com,Grain 120 bu. 2/15-00 130 0 '15 Irrig 115 63.80 0.00 956.99 0.00
73389 S7 ohns 15.00 15.00 Wheat,Grain 55 bu. 9/1-4/30 106 0 0 Irrig. 53 29.40 0.00 441.05 0.00
Total Applied,1000 gallons 8,728.92
Total Produced,1000 gallons 7,942.54
Balance,1000 gallons -786.38
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
935864 Database Version 4.1 Date Printed: 12/26/2016 WUT Page I of 2

Waste U?--I�xntion Table Year 2
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fen. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
3972 1 S7 Lumbee 11.14 11.14 Fescue Pasture 4.0 Tons 8/1-7/31 130 0 0 Irrig. 130 72.12 0.00 803.43 0.00
3972 2 S7 Lumbee 10.31 10.31 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 285.99 0.00
3972 2 S7 Lumbee 10.31 10.31 Hybrid Bermudagrass Pasture 4.5 Tons 3/1-9/30 146 0 0 Irrig. 146 81.00 0.00 835.09 0.00
3972 3 S7 [Noboco
oboco 28.38 28.38 Fescue Pasture 3.5 Tons 8/1-7/31 120 0 0 Irrig. 120 66.57 0.00 1,889,36 0.00
3972 4 S7 oboco 18.69 18.69 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 518.44 0.00
3972 4 S7 18.69 18.69 Hybrid Bermudagrass Pasture 6.5 Tons 3/1 9/30 222 0 0 Irrig 222 123.16 0.00 2,301.88 0.00
3972 5 S7 Lumbee 9.66 9.66 Fescue Pasture 4.0 Tons 8/1-7/31 130 0 0 brig. 130 72.12 0.00 696.69 0.00
73389 S7 Johns 15.00 15.00 Wheat,Grain 55 bu. 9/14/30 106 0 0 brig. 53 29.40 0.00 441.05 0.00
73389 S7 ohns 15.00 15.00 Soybeans,Manured,Double Crop 38 bu. 4/1-9/15 *133 0 0 brig. 133 73.79 0.00 1,106.78 0.00
Total Applied, 1000 gallons 8,878.71
Total Produced, 1000 gallons 7,942.54
Balance, 1000 gallons -936.17
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,-symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
935864 Database Version 4.1 Date Printed: 12/26/2016 WUT Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
3972 1 Lumbee 0.40 1.0
3972 2 Lumbee 0.40 1.0
3972 3 Noboco 0.50 1.0
3972 4 Noboco 0.50 1.0
3972 5 Lumbee 0.40 1.0
73389 Johns 0.50 1.0
935864 Database Version 4.1 Date Printed 12/26/2016 OF Page I of 1
NOTE: Symbol s means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop' PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
1b/ac 1000 gaVac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
Com 120 bu 150 14.69 96.25 192.49 288.74
y 6 ton R.Y.E. 300 29.38 48.12 96.25 144.37
Soybean 40 bu 160 15.67 90.23 180.46 270.69
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)35864 Database Version 4.1 Date Printed: 12-26-2016 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity ofthe facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
Ifavailable storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
e I Vaste
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 115
1 2 117
1 3 137
1 4 152
1 5 166
1 6 180
1 7 180
1 8 180
1 9 180
1 10 177
1 11 173
1 12 152
2 1 131
2 2 129
2 3 146
2 4 168
2 5 180
2 6 180
2 7 180
2 8 180
2 9 180
2 10 171
2 11 162
2 12 137
*Available Storage Capacity is calculated as of the end of each month.
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935864 Database Version 4.1 Date Printed: 12-26-2016 Capacity Page 1 of 1

AMN Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface watees of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during ,
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner,who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data,climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, FRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
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" for guidance).
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935864 Database Version 4.1 Date Printed: 12/26/2016 Specification Page 1

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 odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
.10. Nutrients from waste 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 the crop or forages
breaking dormancy.
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 and canal. Animal waste,
other than swine waste from facilities sited on or after October 1. 19959
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
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935864 Database Version 4.1 Date Printed: 12/26/2016 Specification P e 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been ,
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that 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.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent 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 pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all 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 for waste storage ponds.
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935864 Database Version 4.1 Date Printed: 12/26/2016 Specification Page 3

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 nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. 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 and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three 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
regulations.
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935864 Database Version 4.1 Date Printed: 12/26/2016 Specification Page 4

Crop Dotes
The following crop note applies to field(s):
Corn 1: CP,Mineral Soil, low-leachable
In the Coastal Plain,corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety"green book"and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10%when
planting no-till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting.When planting early in cool,wet soil, banded phosphorus will be more available to the young
plants.An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter.The rest of the N should be applied about 30-40
days after emergence.The total amount of N is dependent on soil type. When including a starter in the
fertilizer program,the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn.Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 1, 5
Fescue: Coastal Plain,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain,tall fescue can be planted Sept. 1 to Oct. 15 (best)and Feb. 15 to Mar.20. For
pure-stand broadcast seedings use 20 to 301b/ac., for drilled use 15 to 20 lb/ac. seed. Use certified seed
to avoid introducing weeds or annual ryegrass.Plant seed 0.25"to 0.5"deep for pure stands, 0.25"in
mixture with clovers.Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use
ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime,phosphorus,and
potassium recommendations.Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply
N for mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac.N to
pure-stand fescue for hay production;reduce N rates by 25%for grazing.Apply N Feb. 1 to Mar.20 and
Aug.20 to Sept.30,with equal amounts in each window.Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
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935864 Database Version 4.1 Date Printed: 12-26-2016 CropNote Page 1 of 4

The following crop note applies to field(s):3
Fescue: Coastal Plain,Mineral Soil,Moderately Well Drained
Adaptation:Marginal.
In the Coastal Plain,tall fescue can be planted Sept. 1 to Oct. 15(best)and Feb. 15 to Mar.20.For
pure-stand broadcast seedings use 20 to 30 lb/ac.,for drilled use 15 to 20 lb/ac.seed. Use certified seed
to avoid introducing weeds or annual ryegrass.Plant seed 0.25"to 0.5"deep for pure stands, 0.25"in
mixture with clovers.Tall fescue requires adequate soil moisture for persistence and production. Soil test
for preplant and maintenance lime,phosphorus,and potassium recommendations.Apply 40 to 60 lb/ac
nitrogen at planting for pure stands only.Do not apply N for mixtures with clovers but use proper legume
inoculation techniques.Apply 150 to 200 lb/ac.N to pure-stand fescue for hay production; reduce N rates
by 25%for grazing.Apply N Feb. 1 to Mar. 20 and Aug. 20 to Sept. 30,with equal amounts in each
window.Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and Forages in
North Carolina for additional information or consult your regional agronomist or extension agent for
assistance.
The following crop note applies to field(s): 2
Small Grain: CP,Mineral Soil, low-leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30;and rye from
October 15-November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU"Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 busheWacre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2"deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting.Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): 4
Small Grain: CP,Mineral Soil,medium leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2" deep.Adequate depth control is
essential.Review the NCSU Official Variety"green book"and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
------------------------------------------------------------------------------------------------------------------------ -------------------------------------
935864 Database Version 4.1 Date Printed: 12-26-2016 CropNote Page 2 of 4

The following crop note applies to field(s): 2
Bermudagrass CP,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation:Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31.Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2' to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s):4
Bermudagrass: CP,Mineral Soil,Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar.31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows,spaced 2' to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 1001b/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
------------------------------------------------------------------------------------------------------------------------ ---------------------------------------
935864 Database Version 4.1 Date Printed: 12-26-2016 CropNote Page 3 of 4

\ Wheat:Coastal Plain,Mineral Soil, low-leachable The following crop note applies to field(s):
In the Coastal Plain,wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2"deep and increase the seeding rate by 5%for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10%when planting
no-till.Adequate depth control when planting the wheat is essential.Review the NCSU Official Variety
"green book"and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test can also be applied at this time.The remaining N
should be applied during the months of February-March.The total N is dependent on the soil type.Plant
samples can be analyzed during the growing season to monitor the nutrient status of the wheat.Timely
management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s):
Double-Crop Soybeans,Coastal Plain: Mineral Soil, low-leachable
Double-crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no-tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations.Review the NCSU Official Variety"green book"and information from private
companies to select a high yielding variety with the characteristics needed for your area and conditions.
Plant 2-4 seed/row foot for 7-8"drills;4-6 seed/row foot for 15"rows; 6-8 seed/row foot for 30"rows
and 8-10 seed/row foot for 36"rows. Increase the seeding rate by at least 10%for no-till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen.However,applications of 20-30 Ibs/acre
N are sometimes made at planting to promote early growth and vigor.Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans.Timely management of
weeds and insects is essential for profitable double crop soybean production.
--------- ------------------------------------------- --------------- --
935864 Database Version 4.1 Date Printed: 12-26-2016 Crop Note Page 4 of 4

VA LLET T I V-CHART
.
Valley Dealer Customer
Benchmark Bldgs. & Irrig. Carter and Sons
165 S Kenansville Bypass 668 R.ivenbark Town Rd
Kenansville, NC 28349 Wallace, NC 28466-6160
UNITED STATES USA
Dealer No. Field Name
88815458
Parent Order No . 11187177 Dealer PO 33450
Sprinkler Order No. 11187181 Order Date 01/27/2016
Load Date 02/19/2016
Plant McCook Manufacturing Method Of Shipment FAT/SYS (11188692)
3 Span Valley Standard Pivot 7000
Machine Flow 500 (GP1V/I)
Pivot Pressure 50 (PSI)
Cover Sheet - 02/15/2016 . Page 1

Parent Order No 11187177 •
Order No
Dealer Benchmark Bldgs.&Irrig• Sprinkle
p 11187181
Customer Carter and Sons
Field Name
Vallev Standard Pivot 7000 IVlachine Summary
Span and Overhang
Field Area Flow
Pipe Coupler D. U. r---------------------------
FP7000
Qty Length O.D. Spacing L20
file Tire 263 (Ac) Total 500 (GPM) i
20.4 (Ac)Pivot 2700 1�
(ft) (in) (in) 11 17.97 (GPM per Acre)
3 180.0 6 403 1 6.0 (Ac) EG on 80% ii 0.95 (in per day) App Rate
dard �14.9x24 High Float G13.5 (ft)Machine Length
1 73.0 6 110 1 i,' 0.103 (in) App Depth @ 100% 11
1 -- 103.6 (ft)End Gun Radius 133.9 (GPM) End Gun
i
Messages -------------------------
Pressure LRDU Drive Train
-----------------------------ir----------------- —
Caution: ---------------------1
None i 50 (PSI) Pivot Pressure 11 68 RPM Center Drive @60 Hz freq.
II '
45 (PSI)=End Pressure i i 14.9 :c 24 High Float Tire
Dealer: i 0.0 (ft) Highest Elevation ii j2:lWheel GB Ratio, LRDU Dist
None 540.6 (ft)
0.0 (ft) Lowest Elevation 2.6 Hrs/270° @ 100%Sprink1er- Available Outlets ------------ 16.50 (Ft per Min)—_i t------__
Sprinkler—Available Outlets
Sprinkler 'Configuration Raage(ft)
Valley U-Pipe 6(in)Galvanized 3/4 TdI NPT x 3/4 F A'PT �rinkler Configuration Range(ft)
Outlets ��='�` Valley U-Pipc 6(in)Galvanized 3/4 M NPT x 3/4 F NPT Outlets 4,18,1 I1;
Black Hose Drop Variable Length GO(in)Ground'Clr 24,38,1 20,22,1 ,
Valley Drop 84(in)Galvanized 3/4 M NPT x 3/4 M NPT 20,42,1 '
Valley Slip Weight ZG(in)2(lb)Poly 44,58,1
64,66,1 Nelson PC-D3000 Part Circle Spray 3/4 M NPT 60,62,1
Nelson TR3000 D4-Green 314 M NPT 69,71,1
AZA
295.50(ft) Total Drop Hose Length
Cover Sheet-02/15/2016
Page 2

Parent Order No 11187177 Dealer Benchmark Bldgs.&Irrig. Sprinkler Order No 11187181
Customer Carter and Sons
Field Name
Valley Standard Pivot 7000 Machine Summary
Pressure Loss End Gun(s)&Booster Pump Information
Pipe Pipe Pipe Loss Primary End Gun
Length ft I.D. (in) Finish C-Factor PSI) Nelson SR100 End Gun
'"
586.1 5.79 Galvanized 150 3.9 r;"`" 0.85Nozzle
27.4 3.79 Galvanized 150 0.6 ( Booster Pump
Total= 4.5
Span Flow Advanced Options
----------l-------------
Span Irrigated Area Rqd Act Rqd Act iDrain kl Beni Spriner = nnger Direc tiona j
jLast Sprinkler Coverage = 1 ft
Number Length (ft) (Ac) (GPM) (GPM) (GPM per Acre) (GPM per Acre) $ Deviation Sprinkler Coverage Length = 614.5 ft
IUse Last Coupler= YES i
(Minimum Mainline Pressure = 6 PSI j
'-------------------------------------------------^
1 156.7 1.7 303 35.4 17.43 20.42 17.1
2 180.1 53 91.9 92.0 17.43 17.44 0.1 Shipping Options
�-----------------------------------------------�
179.8 8.8 152.8 152.9 17.43 17.44 0.1 1Ship Drop Hardware
O/H 72.9 4.6 80.5 80.0 17.69 17.57 -0.6 jShip Endgun Nozzle
EG 103.6 6.0 134.1 133.9 17.97 17.95 -0.1 (Ship Endgun & Hardware
jDo not ship Endgun Valve / Nozzle Valve Hardware i
Totals 26.4 494.2 Do not ship Boosterpump Hardware j
Drafa Sprinkler 10.7 10.6
Total Machine Flow 504.8
Cover Sheet-02/15/2016 page 3

Parent Order No 11197177 Dealer Benchmark Bldgs.&Irrig.
Sprinkler order 11187181 Customer Carter and Sons
Field Name _
Valley Standard Pivot 7000 Assembiv Instructions Report
Bill of Material was not changed from its original list
Sprinkler Package created by bbi.
Assembly Instructions-02J152016
•1

Dealer BenchmarkBldes.&Irrig
Customer Carter and5ons ` '-CHART ' Sprinkler Order No 11187181
� I �/
Field Name Parent Order No 11187177
Valley Standard]Pivot 7000 Percent Timer Data
Setup Information-Valley Computer Control Panel Water Application Constants: Minimum Application-0.103(in) Hours Per Revolution=2.6
Based on IN Based on%Timer
IN Per Pivot Hours Per Pivot IN Per Hours Per
270 degrees % Timer 270 decrees $ Timer 270 degrees 270 degrees
0.103 100.0 2.6 100.0 0.103 2.6
0.20 51.6 5.0 90.0 0.11 2.9
0.30 34.4 7.6 80.0 0.13 3.3
D.40 25.8 10.1 70.0 0.15 3.7
0.50 20.7 12.6 60.0 0.17 4,3
0.60 17.2 15.1 50.0 0.21 5.2
0.70 14.8 17.6 45.0 0.23 5.8
0.480 12.9 20.2 40.0 0.26 6.5
0.90 11.5 22.6 35.0 0.30 7.4
1.00 10.3 25.2 30.0 0.34 8.7
1.25 8.3 31.3 25.0 0.41 10.4
1.50 6.9 37.7 20.0 '0.52 13.0 '
1.75 5.9 44.1 17.5 0.59 14.9;
2.00 5.2 50.0 3.5.0 0.69 17.3 _
12.5 0.83 20.8
10.0 1.03 26.0 :
7.5 1.38 34.7
5.0 2.07 52.0
Field Area Flow
r-----------------------------�r-------------------------- Pressure 1-----RDU -- Train
� Z6.3 (Ac) Total I1 r-------------
----------------�r ------------------ ------------------�
11 S00 (GPM) SO (PSI) Pivot Pressure 11 68 RPM Center Drive. @ 60 Hz freq. 1
1 20.4 (Ac)Pivot 2700 i j 17.97 (GPM per Acre) 11 45 (Pn=End Pressure S �� 14.9 x 24 High Float Tire 1
1 11 i
6.0 {Ac) EG on 801 I i 0.95 (in per day) A Rate II 0.0(ft) Highest Elevation 11 11 P Y) PP 9 1f S2:1Wheel GB Ratio, LRDU Dist 540.6(ft)
613.5(ft)Machine Length i 0.103 (in) A Depth @ 100% 11 0.0(ft) Lowest Elevation 11 ) (Ft per Min)
PP P 11 2.6 Hrs/270 @ 100$ (; 16.50
1 103.6(ft)End Gun Radius 11 11 1
L---- 11 133.9 (GPM) End Gun i'------------------------------J�--------------------------------__-_
_J
hl�----•-----------------------
C
The information presented in the attached Percent Timer Report is based on variables which cannot be totally controlled by Valmont (including, but not
limited to; pivot pressure, inside pipeline surface, end gun throw, end gun arc setting, tire slippage, tire pressure, field slopes, soil:variations,
sprinkler package installation, well capacity, center drive motor voltage, center drive motor frequency, climatic conditions and other elements and
circumstances beyond Valmont's reasonable control) . Valmont recommends monitoring the machine for at least one pass through field to obtain an accurate
rotation time.
Percent Tuner-02/15/2016
Page I

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eet1
BRRIGATION SYSTEM DESIGN PARAIUIETEAS
Landowner/Operator Name: Clay Carter-Carter&,Sons Hog Farm; Fac. No.:31-160
Address: County: Duplin
Telephone: [phone] Date: 9/12/2012
Table 1 -Field Specifications
Approximate
Maximum Maximum
Useable Size Maximum Application
Field of Field Application per Irrigation
Number acres Soil T e Slo e% Rate Cycle
1 6.74 ' Lumbee Cro s In/hr Inches
0-5 Fescue Comments
2 6.19 Lumbee/Pactolus 0_5 0.3 1 Pu!!s i-2
3 14.66 Lumbee/Noboco/Rains 0-5 Bermuda/ ueerseed 0.3 1 Pulls 3-4
4 9.53 Lumbae/Noboco Fescue 0.3 1 Pulls 7-10
5 0-5 Bermuda/Overseed 0.3 5.86 Lumbee 0-5 Fescue 1 Pulls i1-16
Leased 11.4 Johns 0_5 0.3 1 Pulls 5-6
Row Cro s 0.3 1 Pulls 17-19
54.38

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Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Nelson SR100
Nozzle Size: 0.86 inches
Sprinkler Pressure: 50 psi
Flowrate(GPM): 115 gpm
Wetted Diameter. 240 feet
Lane Spacings
Desired Spacing(%): 70 %
Design Spacing(feet): 168 "PVC irrigation pipe normally comes in 20'pieces,
so round to the nearest multiple of 20.
Actual Spacing(feet): 160 feet
Actual Spacing(%): 67 %
Application.Rate
Application Rate=(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate= 0.30 in/hr
300 degree arc= 0.36 in/hr 330 degree arc= 0.33 In/hr
220 degree arc= 0.49 in/hr
180 degree arc= 0.60 in/hr
Traveller Speed
Travel speed=1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app.(in.)= 0.5 inches 360 degree arc= 2.31 ft/min
300 degree arc= 2.77 ft/min 330 degree are= 2.51 ft/min
220 degree arc= 3.69 ft/min
180 degree arc= 4.61 ft/min
Mainline Nelocifv
Velocity=.408 x Flowrate/pipe diameter squared feet/sec.**
*'For buried pipelines,velocity should be below 5 feet per second
Pipe size: inches
Velocity-- #DIV/01 ft/sec.
Page 1

Sheet?
CALCULATIONS
Sprinier Specifications
Sprinkler Type: Nelson SR100
Nozzle Size: 0.86 inches
Sprinkler Pressure: 50 psi
Flowrate(GPM): 115 gpm
Wetted Diameter: 240 feet
Lane Spacings
Desired Spacing(%): 70 %
Design Spacing(feet): 168 'PVC irrigation pipe normally comes in 20'pieces,
so round to the nearest multiple of 20.
Actual Spacing(feet): 180 feet
Actual Spacing(%): 75 %
Apalication Rate
Application Rate=(96.3xFlowrate)/(3.1415x(.9xradius)squared)
Design App. Rate= 0.30 in/hr
300 degree arc= 0.36 in/hr 330 degree are= 0.33 in/hr
220 degree are= 0.49 in/hr
180 degree are= 0.60 in/hr
Traveller Speed
Travel speed=1.605 x Flowrate/Desired application amount x Lane Spacing
Desired app.(in.)= 0.5 inches 360 degree arc= 2.05 ft/min
300 degree arc= 2.46 It/min 330 degree arc= 2.24 ft/min
220 degree are= 3.28 ft/min
180 degree arc= 4.10 Wimin
Mainline Velocity
Velocity=.408 x Flowrate/pipe diameter squared feet/sec.—
"For buried pipelines,velocity should be below 5 feet per second
Pipe size: inches
Velocity= #DIV/01 ft/sec.
Page 1

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Carter&Sons Hog Farm; Fac. No.:31-160
Acreage Calculations 9/12/2012
Width Length Acres Total Acres Start End Sto End Total
Pull# ft. ft. midsection midsection ac. ac. Pull Acres
1 210 613 2.955 2.955 0.480 0.400 3.84
2 210 418 2. 115 2.015 0.480 0.4 00 2.90
3 216 585 2.901 2.901 0.420 O.ODO 3.32
4 210 509 2.454 2.454 0.420 0.000 2.32
5 187 385 1.653 2.516 0.320 0.130 2.87
187 201 0.863 0.000 0.000 0.000 0.00
6 187 178 0.764 2.438 0.320 0.130 2.89
162 450 1.674 0.000 0.000 0.000 0.00
,B- 216 393 2.949 2.688 0.420 0.350
-8"' 216 393 1.949 1.949 0.420 0.350
-9- 216 700 3.471 3.471 0.420 0.350 4-24
�
� 216 700 3.471 3.471 0.420 0.350 q,
;18160
F
0.302 0.302 0.420 0.350 1.07
1.909 1.909 0.420 0.350 2.68
0.560 0.560 0.420 0.350 1.33
1.805 1.805 0.420 0.350 2.57
0.442 0.4142 0.210 0.175 0.,83
0.664 0.664 0.210 0.175 1.05
3.214 3.214 0.464 0.374 4.05
2.571 2.571 0.408 0.322 3.30
3.214 3.214 0.464 0.374 4.05
Total Acres 66•oz
Page 1

RN COY CARTER
2448 EXPANSION SWINE FARM
APPROVED ANAEROBIC LAGOON DESIGN
GRID SURVEY
"� WASTE MANAGEMENT PLAN
RELATED MAPS
IRRIGATION DESIGN
DESIGNED BY:
AGRIMENT SERVICES INC.
P.O. BOX 1096
BEULAVILLE, NC 28518
[phone], [phone]

Operator:CLAY CARTER County: DUPLIN Date : 05/10/97
Distance to nearest residence (other than owner) : 0 . 0 feet
1 . AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs . = 0 lbs
0 sows (farrow to feeder) x 522 lbs . = 0 lbs
2448 head (finishing only) x 135 lbs . = 330480 lbs
0 sows (farrow to wean) x 433 lbs . = 0 lbs
0 head (wean to feeder) x 30 lbs . - 0 lbs.
Describe other 0
Total Average Live, Weight = 330480 lbs
2 . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 330480 lbs . ALW x Treatment Volume (CF) /lb. ALW
Treatment Volume (CF) /lb. ALW = 1 CF/lb. ALW
Volume = 330480 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 83232 . 0 cubic feet
4 . TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 360. 0
Inside top width (feet) ---------------------- 240 . 0
Top of dike elevation (feet) ----------------- 50. 0
Bottom of lagoon elevation (feet) ------------ 39. 0
Freeboard (feet) ----------------------------- 1 . 0
Side slopes (inside lagoon) ------------------ 3 . 0 ; 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3. 0 3 . 0 3 . 0 3 . 0 354 . 0 234 . 0 10 . 0
AREA OF TOP
LENGTH * WIDTH =
354 . 0 234 . 0 82836 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
294 . 0 174 . 0 51156 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
324 . 0 204 . 0 264384 (AREA OF MIDSECTION * 4 )
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
82836. 0 264384 . 0 51156. 0 1 . 7
Total -Designed Volume Available = 663960 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
360. 0 240. 0 86400 . 0 square feet
Buildings (roof and lot water)
0 . 0 square feet Describe this area .
TOTAL DA 86400 . 0 square feet
Design temporary storage period to be 180 days .
5A. Volume of waste produced
Feces & urine production in gal . /day per 135 lb. ALW 1 . 37
Volume = 330480 lbs. ALW/135 lbs . ALW * 1 . 37 gal/day 180 days
Volume = 603677 gals . or 80705. 5 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7 . 48 gallons
per CF
Volume = 0. 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount ,
180 days excess rainfall - 8 . 5 inches
Volume = 8 . 5 in * DA / 12 inches per foot
Volume = 61200. 0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 15. 0 inches / 12 inches per foot * DA
Volume = 108000. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 80705 cubic feet
5B. 0 cubic feet
5C. 61200 cubic feet
5D. 108000 cubic feet
TOTAL 249905 cubic feet

6. SUMMARY
Temporary storage period=====--.============> 180 days
Rainfall in excess of evaporate;on===========> 8 . 5 inches
25 year - 24 hour rainfall===-- -======_=====> 15. 0 inches
Freeboard===================================> 1 . 0 feet
Side slopes==========-=--=====-=====- =====> 3 . 0 : 1
Inside top length===========================> 360 . 0 feet
Inside top width============================> 240. 0 feet
Top of dike elevation=======================> 5.�0. 0 feetr----r
Bottom of lagoon elevation===="=============> 39 . 0 feet
Total required volume=======================> 663617 cu. ft . * I
Actual design volume========================> 663960 cu. ft . * `
Seasonal high watertable elevation (SHWT) ===> 42 . 8 feet -,
Stop pumping elev.-===________=_______==____> 45. 0 feet
Must be > or = to the SHWT elev.==========> 42 . 8 feet
Must be > or = to min. req. treatment el .=> 45. 0 feet
Required minimum treatment volume===========> 413712 cu. ft .
Volume at stop pumping elevation============> 360072 cu. ft .
Start pumping elev._________________________> 48 . 8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr. - 24 hr. rainfall==> 555960 cu. ft .
Volume at start pumping elevation===========> 643361 cu. ft .
Required volume to be pumped================> 141905 cu. ft .
Actual volume planned to be pumped==========> 283289 cu. ft.
Min. thickness of soil liner when required==> 1 . 6 feet
,,Sn1u11nr•tto�,
DESIGNED BY: `���H CARO
� ,•..•••••••. �N .7 APPROVED BY
DATE: (� = DATE:
CLY
II�.r �Q✓� � . 1 o �I , r ` C, �
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

COY CARTER - DUPLIN COUNTY
HOG WASTE LAGOON
EARTH WORK
SECTION EXCAVATION FILL VOL EXCV VOL FILL
50 0 0 0 0
100 34 . 4 456. 5 31 . 9 422 . 7
200 40 . 3 111 . 4 170. 2 1474 . 4
300 420 . 6 0 1023 . 7 1680 . 6
315 11 . 6 421 . 3 1143 . 8 1797 . 7
330 11 . 6 421 . 3 1150 . 2 2031 . 7
363 1751 . 6 102 . 2 2227 . 7 2351 . 6
400 1751 . 6 102 .2 4628 . 1 2491 . 7
500 1378 . 2 178 .7 10424 . 0 3011 . 9
600 1254 . 3 193 . 3 15299. 0 3700 . 8
657 1254 . 3 193 . 3 17946. 9 4108 . 9
690 1394 . 7 0 19565. 8 4227 . 0
705 1394 . 7 0 20340 . 6 4227 . 0
730 0 0 20986 . 3 4227 . 0
RATIO CUT TO FILL 20986. 3 / 4227 : 4 . 96

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NC-TE GRADE F"_' PPOV[DE DPAINAGE " (Ti ' E'~
AS SHOWN By A.:?FC S. IN AREA `WHEPC
TOP OF DIKE 1-1 lt: _UT, GRAPE T❑
PP.❑\/'D= MIN1mum Or 2 FT Dr c'REEBCARD I �—Di!E E_EV. _u.
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OWN
DUPUN COUNTY N. C.
WHIONGTON, N. C. Z8405-016?
'S'
AGRIMENT SERVICES, INC. CIAY CARTER HERBERT C. FOX, JR., 1'. E.
P. 0. Box 1096 2448 FINISH SWINE IAGOON 11. 0. BOX 10162
N. C. 28518 BEUIAVILLE, Ni-1

AGRIMENT SERVICES INC.
Soils Investigation
NAME C/ Cq/fC CO �4il�cr DATE y a2 9 7
ADDRESS
_ wa/(aco NG �Y6L
LOCATION
SKETCH OF PROJECT SITE
WATER TABLE _ * BORINGS
0-1 SM S/`r
1-2 -5 C,
2-3 4( _ 5G _
3-4
4-5 GcA r, kl
5-6 :�rztt sue__
6-7 _ sc
7-8 ,S/`r sc,sn
8-9
9-10
10-11
11-12
12-13
13-14
14-15
Borings made by o Agriment Technician_
Remarks•_ soils urc o fa�gu�y ,�

I LAGOON SITE SOILS INVESTIGATION
OJECT: C• CA2rER COUNTY: FZ
L`Iys r icy•• 7gCo'r
_ D INVESTIGATION BY: fl rJ DATE: -y �.
SITE SKETCH
I + •
� I
1 1
t
i
1 fin f[9 •
L r•:G o7J
I
BORING
DEPTH WT BORING NUMBER AND PROFILE
SCALE -�
3 z "srv.••r
/y!•7r� /yl r•D /" !�/ Al& U C�a+IbT'Vf A-f:
• S A'(67yOrp f4,01647vl�rJ S^ C[d!!Y
C ro• �7r:Ca ¢r�
��, aiAr (,'e.�! l�.,•cr,+;'//�nD /lr '/v 'T: •:! Ell.:,1,^. j:r�i.+vrvr 9
J //i.7 �rf•U N� L r r7 r• r JA.�YJ o",, 4,v,-
� /- /r ii.'•iC %AN91 C.i.r9% ! J / �9� l�•!i�/iC %.-Jr([✓v f (.Op�7
A
7 7 41 Aef/!�7ua r v�o 7 5 �+rvc 4;-r 4,wo f.,
�/ y /r dot (r r•c. Sa.�� o
.,RING/SAMPLING METHOD: 1/�a c�'r�.„E SIGNATURE:

MURPHY FAMILY FARMS
WASTE MANAGEMENT FACILITY SITE EVALUATION
Name 'e C.ger"x Size Operation lc z,t
f 7o z�,y8 E,�,s y„JG
lac S lLcl=afi� 7t� `i.�i1N
Telephone
Location Data
Distance from nearest residence not owned by producer: > /Soo tf
-Is site within 100 year flood plain? Yes No
Is site at least 100 feet from a "Blue Line" perennial stream?
If no, site must be relocated
Is site within 1 mile zoning jurisdiction of a municipality? i
If yes, site must be relocated.
Are there utilities in the construction area?
Wetlands
Will site involve clearing woodlands or any non-cropland?
If wetlands are involved, it is the responsibility of the producer
to obtain all necessary peiniits before any clearing is done.
Other Environmental Factors
Is endangered and/or threatened species habitat present?
Is a designated natural scenic area included in the planning
area or will planned actions impact on an adjacent natural
scenic area?
Is an archaeological or historical site located in the planned area?
Are cultural resources present?
f

Waste Management
Yes No
Does producer own enough land to properly land apply waste?
l If no, does producer have acceae to more land?
If land is not owned by producer, can producer get agreement
for land on which to apply waste?
Soil Investigation
Is soil suitable for lagoon?
Is a clay liner required?
If yes, is clay available on site? -
Questionable i
Is a core trench required?
Test holes will be dug initially in the general area of proposed lagoon. If, dgdng desim the
osition of the 1 oon is chanized to an area where no test holes were previously du additional
test holes WILL be required
Comments rn M pVER,F e-D s
This site investigation is valid as long as the design and construction of lagoon continues
in a reasonable time period. Undue delays or hesitancy in construction may require that site
be re-evaluated.
Evaluator P1, A Date r L/9c
(MI'T Engineering)
Signature (-) a Date_ L
(Pro ucer) Oc ��'

MURPHY FAMILY FARMS
` WASTE MANAGEMENT FACILITY SITE EVALUATION
Namc 6g Z rxZ_ Sizc Operation i z z.y 4ba•r
x`,V XL Z-r,e TU(un "v To _10t 1-n-4
1&14J/Le /✓�:
Telephone
Location Data
Distance from nearest residence not owned by producer: ;>
Yes No
Is site within 100 year flood plain? ,✓
Is site at least 100 feet from a "Blue Line" perennial stream?
If no, site must be relocated
Is site within 1 mile zoning jurisdiction of a municipality?
If yes, site must be relocated.
Are there utilities in the construction area? .i
Wetlands
Will site involve clearing woodlands or any non-cropland?
If wetlands are involved, it is the responsibility of the producer
to obtain all necessary permits before any clearing is done.
Other Environmental Factors
Is endangered and/or threatened species habitat present?
Is a designated natural scenic area included in the planning
area or will planned actions impact on an adjacent natural
scenic area? /
Is an archaeological or historical site located in the planned area? ./
Are cultural resources present? ✓

Waste Management
.00. Ycs No
Does producer own enough land to properly land apply waste?
If no, does producer have ncce8e to more land? �-
If land is not owned by producer,for land on can producer get agreement
which to apply waste?
Soil Investigation
Is soil suitable for lagoon?
Is a clay -�
liner required?
If Yes, is clay available on site?
Questionable ✓
Is a core trench required? --
Test holes will be dug initi ally in the general area of proposed lagoon. If, dosing desj the
Position tion of the 1 oon is c n ed to an area where no test holes were r, Uri l du additional
test holes WILL be required,
Comments
f i/Jfi✓cF ra �� ✓,ER Fi6v ,g,'
This site investigation is valid as long as the design and construction of 1
in a reasonable time period. Undue delays or hesitancy ill construction naigayo require be re-evaluated. q site
Evaluator_
(NITI' Engineering) Date z/96
Signature
(Pr ducer) Date_&-2�y

1
'1

r Agriculture NC-ENG-34
Service September 1980
File Code : 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landownc. C o V County :,
Community or Group No. p3p3D00 70S00, U Conservation Plan No.
Estimated Depth of Water to Top of Dam Ft. Length of Flood Pool Ft.
Date of Field Hazard Investigation 5/ 77
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. Elev. :Est. Elevation
Kind of : Improvements : of Breach
Reach: Length: Width: Slope: Land Use Improvements Above :Floodwater Above
Flood Plain: Flood Plain
Ft. Ft. % Ft. Ft.
1
2
O"`
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach 51tydNAG
cnll�ol ScK �t� llcq �( �rc�� v�crG �oSS
Hazard Classification of Dam 0 b, c) (see NEM-Part 520.21) A
Dam Classification 0 II , III , IV, V)
r Date
By S 6 9
name tit 1 e
' .� Date
Concurred By —� �
, name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

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Notification of Change of Owr -�rship
Animal Waste Management Facii►.y
(Please type or print all information that does not require a signature)
In accordance with the requirements of 15A NCAC 2H .0217(a)(1)(H)(xii) this form is official
notification to the Division of Environmental Management (DEM) of the transfer of ownership of an
Animal Waste Management Facility. This form must be submitted to DEM no later than 60 days
following the transfer of ownership.
General Information:
Name of Farm: �, FacilityNo:
_.- 3 y y
Previous Owner(s) Name: a+ Phone No: a96-o 8 93
New Owner(s) Name: Co v Co.,fcr Phone No:- 911 .,z,S-yyS 6
Mailing Address: l C �/ Taal n /t'o
Farm Location: Fourteen Digit Hydrologic Unit:_ 0.3 0 ,3 000 7 o S 00 1 0
Latitude and Longitude: y �L�_�.% _J$��� �" County: ud ,
Please attach a copy of a county road map with location identified and describe below (Be specific: road
names, directions, milepost, etc.):
— a Piet/ o f s a2 /737
Operation D sZiado:
Type of Swine No.of Animals Type of Poultry No.of Animals Type ojCattle No. of Animals
Zj W n to Feeder O Layer
3 eeder to Finish yy O Dairy
O Pullets O Beef
O Fanow to Wean
:)Farrow to Feeder
D Farrow to Finish Other T� e o Livestock:yp f Number ojAnimals:
Acreage Available for Application: 9S Required Acreage: 7d.S
Number of Lagoons/Storage Ponds :--L_ Total Capacity: 6d 8;?100 }
* ******************* ****************************************** ****** Cubic
***t (f**)
Owner/ Manager Agreement
I (we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and
maintenance procedures established in the approved animal waste management plan for the farm named above and will
implement these procedures. I (we) know that any expansion to the existing design capacity of the waste treatment and
storage system or construction of new facilities will require a new certification to be submitted to the Division of
Environmental Management before the new animals are stocked. I (we) understand that there must be no discharge of animal
waste from the storage or application system to surface waters of the state either directly through a man-made conveyance or
from a storm event less severe than the 25-year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical
standards developed by the Natural Resources Conservation Service. The approved plan will be tiled at the farm and at the
office of the local Soil and Water Conservation District. I (we) know that any modification must be approved by a technical
specialist and submitted to the Soil and Water Conservadon District prior to implementation. A change in land ownership
requires written nodficadon to DEM or a new certification(if the approved plan is changed) within 60 days of a title transfer.
Name of N4LaOwner : a 6r/L.1
Signature: Date: Q7Name of Mf fferent from owne ):
Signature:
Date:
Please sign and return this form to: N. C. Division
Of Environmental Management
Water Quality Section, Compliance Group
Raleigh, NC 27626-0535
NCO -- May 3, 1996

.A I JOAPIO)
16'
INI
fit INI.
rig
Cl
4,a
adrO
MOM—
oil
...........

NARRA TI VE OF OPERATION
THIS WASTE PLAN WAS CREATED IN CONJUNTION WITH THE
CERTIFIED IRRIGATION PLAN INCLUDED. HYDRAULIC
LOADINGS OF SOILS WERE TAKEN IN ACCOUNT WHEN THE
IRRIGATION DESIGN WAS CREATED. THESE PLANS WERE
DESIGNED NOT TO EXCEED THE HYDRUALIC CAPACITY OF
THESE SOILS. MR. CARTER PLANS TO APPLY HIS WASTE NOT TO
EXCEED AGRONOMIC LOADING OF THE CROPS BY APPLYING
ACCORDING TO HIS SPECIFIC WASTE ANALYSIS.

NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC_NMP
Field Background Information
Field Name: T3972 FIELD 1,3
Soil Map Unit: LUMBEE DRAINED 0-8
Total ASCS Acres:
Total Useable Acres: 22.29
Soil Sampling Date <ENTER>
Soil Test Class
Soil Test Results:
pH Acid CEC %BS P-I K-I Cad Mgt Mn-1 Zn-I Cu- I
Field Irrigation Information
Average Soil Depth : 3.0+
Available Water Holding Capacity - 1.5 feet 2.0
Maximum Irrigation Rate - inches per hour 0.40
Maximum Amount per Irrigation Event - inches: 0.96
LIMITATIONS: This program is based on the best available data.
Since many uncontrollable variables can affect plant growth
and nutrient requirements, North Carolina State University Cooperative
Extension Service is not resposible for any losses incurred from
the use of this program. The software is provided 'AS IS' and
without warranty as to performance.
Printed :5/12/1997

NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC_NMP
t
Field Background Information
Field Name:
Soil Map Unit: NORFOLK 0-8
Total ASCS Acres:
Total Useable Acres: 32.99
Soil Sampling Date <ENTER>
Soil Test Class
Soil Test Results:
pH Acid CEC CBS P- I K- I Cad Mgt Mn-I Zn- I Cu- I
Field Irrigation Information
Average Soil Depth : 3.0+
Available Water Holding Capacity - 1 .5 feet 1.7
Maximum Irrigation Rate - inches per hour 0.50
Maximum Amount per Irrigation Event - inches : 0.96
LIMITATIONS: This program is based on the best available data.
Since many uncontrollable variables can affect plant growth
and nutrient requirements, North Carolina State University Cooperative
Extension Service is not resposible for any losses incurred from
the use of this program. The software is provided 'AS IS' and
without warranty as to performance.
Printed :5/12/1997
k

NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC_NMP
Field Background Information
Field Name:
Soil Map Unit: PACTOLUS 0-8
Total ASCS Acres:
Total Useable Acres: 17.27
Soil Sampling Date <ENTER>
Soil Test Class
Soil Test Results :
pH Acid CEC CBS P-I K-I Cad Mg% Mn-I Zn-I Cu-I
Field Irrigation Information
Average Soil Depth : 3.0+
Available Water Holding Capacity - 1.5 feet 1 .0
Maximum Irrigation Rate - inches per hour 0.75
Maximum Amount per Irrigation Event - inches: 0.48
LIMITATIONS: This program is based on the best available data.
Since many uncontrollable variables can affect plant growth
and nutrient requirements , North Carolina State University Cooperative
Extension Service is not resposible for any losses incurred from
the use of this program. The software is provided 'AS IS' and
without warranty as to performance.
Printed :5/12/1997

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)perator:Carter & Son FarmsCounty: Duplin Date: 12/13/93
)istance to nearest residence (other than owner) : 900 . 0 feet
STEADY STATE LIVE WEIGHT
0 sows ( farrow to finish) x 1417 lbs . = 0 lbs
0 sows ( farrow to feeder) x 522 lbs . = 0 lbs
3672 head ( finishing only) x 135 lbs . = 495720 lbs
0 sows ( farrow to wean) x 433 lbs . = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 495720 lbs
: . MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 495720 lbs. SSLW x Treatment Volume(CF) /lb. SSLW
Treatment Volume(CF) /lb. SSLW= 1 CF/lb. SSLW
Volume = 495720 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 . 0 cubic feet ; "Owner requests no sludge storage.
TOTAL DESIGN VOLUME Sludge will be removed as needed. "
Inside top length 450 . 0 feet Inside top width 190 . 0 feet
Top of dike at elevation 53. 5 feet
Freeboard 1 . 0 feet ; Side slopes 3 . 0 : 1 ( Inside lagoon)
Total design lagoon liquid level at elevation 52 . 5 feet
Bottom of lagoon elevation 40 . 5 feet
Seasonal high water table elevation 49 . 0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 444 . 0 184 . 0 12 . 0
AREA OF TOP
LENGTH * WIDTH =
444 . 0 184. 0 81696 . 0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
372 . 0 112 . 0 41664.0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
*n8 . 0 148 .0 241536.0 (AREA OF MIDSECTION * 4)
[AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
81696.0 241536 .0: - . 41664. 0 2 . 0
.ME OF LAGOON AT TOTAL DESIGN' LIQUID LEVEL = 729792 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width =
450 . 0 190 . 0 85500 . 0 square feet
Buildings ( roof and lot water)
Length * Width =
0 . 0 0 . 0 0 . 0 square feet
TOTAL DA 85500 . 0 square feet
Design temporary storage period to be 180 days .
�. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0 . 00136
Volume = 495720 Lbs . SSLW * CF of Waste/Lb. /Day * 180 days
Volume = 121058 cubic feet
3 . 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
: . 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 = 49875 . 0 cubic feet
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`1T`_ �•h Volume L' 53437. 5 cubic fee t ^N
TOTAL REQUIRED TEMPORARY STORAGE
5A. 121058 cubic feet
5B . 0 cubic feet
5C. 49875 cubic feet
5D. 53438 cubic feet
TOTAL 224370 cubic feet
� . SUMMARY
Total required volume 720090 cubic feet
Total design volume avail . 729792 cubic feet
Min. req. treatment volume plus sludge accumulation 495720 cubic fe
At elev. 49 . 5 feet ; Volume is 497805 cubic feet ( end pumping)
Total design volume less 25yr-24hr storm is 676355 cubic feet
At elev. 51 . 8 feet ; Volume is 673524 cubic feet ( start pumping )
Seasonal high wa er table levation 49 . 0 feet
1
DESIGNED BY: �'��"� APPROVED BY.
DATE: /� '1y-93 DATE: z/:2- 3
NOTE: 'SEE ATTACHED WASTE UTILIZATION PLAN
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OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment with minimum odor
control . The time required for the planned fluid level to be
reached may vary due to soil conditions, flushing operations , and
the amount of fresh water added to the system.
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 runoff from the field or 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 initia.l
waste entering the lagoon thereby reducing odors . Solids should be
covered with effluent at all times .
2 . The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste ( see Attachment B )
before land application.
3 . Qegin pump-out of the lagoon when fluid level reaches eleva-
tion ' •51 . 8 as marked by permanent. markers . Stop pump-out when
the fluid level reaches elevation , 49..5 ' or before fluid depth is
less than 6 feet deep ( this prevents the loss of favorable
bacteria) .
4 . The recommended maximum amount to apply per irrigation is
one (1 ) inch and the recommended maximum application rate is 0 . 4
inch per hour .
5 . Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6 . Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7 . All surface runoff is to be diverted from the lagoon to stable
outlets.
8 . 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.

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
-------------------------7--------------------------------
Clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas . All stumps and roots exceeding one ( 1 )
inch in diameter shall be removed to a minimum depth of one ( 1 )
foot. Satisfactory disposition will be made of all debris . The
foundation area shall be loosened thoroughly before placement of
'embankment material .
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
-------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS . Earthfill shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement . The embankment of the lagoon shall be installed using
the more impervious materials . Construction of fill heights shall
include ten ( 10 ) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one ( 1) foot below grade and backfilled and
compacted with a suitable material ( ie-CL, SC,CH) . Refer to the soils
investigation information in the plans for special considerations .
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

SEEDING RECOMMENDATIONS
-------------------
AREA TO BE SEEDED: 4.0 ACRES
USE THE SEED MIXTURE INDICATED:
240 LBS . FESCUE GRASS @ 60 LBS . /ACRE
( BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS )
SEEDING DATES : SEPTEMBER 15 TO NOVEMBER 30
0 LBS . ' PENSACOLA' BAHIA GRASS @ 60 LBS . /ACRE
( SEE FOOTNOTE NO. 1)
SEEDING DATES : MARCH 15 TO JUNE 30
0 LBS . HULLED BERMUDA GRASS @ 8 LBS . /AC .
(SUITED FOR MOST SOIL CONDITIONS )
SEEDING DATES : APRIL 1 TO JULY 31
120 LBS . RYE GRAIN @ 30 LBS . /ACRE (NURSERY FOR FESCUE)
0 LBS . RYE GRASS @ 40 LBS . /ACRE (TEMPORARY VEGETATION)
SEEDING DATES : DECEMBER 1 TO MARCH 30
LBS .
APPLY THE FOLLOWING:
4000 LBS . OF 10-10-10 FERTILIZER (1000 LBS . /ACRE)
8 TONS OF DOLOMITIC LIME ( 2 TONS/ACRE)
400 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.

.� f S ;,�,; J '��R ��� ,����� ,3" � Y?'� ,t'•l`.,{* ' .k .aga1 '.K�t� ' ,
Rt • �,+ `�'T•�=DUP�1 � 3 71f � 7 k�. 4: �, :a 'F �� S•?�� .��p�Jve
64
Soil Investigation to Determine Suitability of Proposed Lagoon Site
A total of four (4) soil borings were taken on this site by Billy Houston, SC:', to
determine if the existing soils would be suitable for embankment material for the lagoon.
Two of the borings were made in the vicinity of the proposed lagoon.
The benchmark elevation of 50.00 feet is located on the top of a nail @ Sta. G/5+00.
The estimated high water table elevation = 49.0 Feet, +/—
Using the Unified Classification System, the results of the borings are as follows:
Boring #1: 0 Ft. — 2 Ft. — SM material (silty sand)
2 Ft. — 5 Ft. — SM,SC materials (silty sands; clayey sands)
5 Ft. — 6 Ft. — SC material (clayey sands; sand—clay mixtures)
6 Ft. — 11 Ft. — SC,SM materials (clayey sands; silty sands)
Boring #2: 0 Ft. — 2 Ft. — SM material (silty sand)
2 Ft. — 4 Ft. — SM,SC materials (silty sands; clayey sands)
4 Ft. — 8 Ft. — SC material (clayey sands; sand—clay mixtures)
8 Ft. — 11 Ft. — SC,SM materials (clayey sands; silty sands)
Boring #3: 0 Ft. — 1 Ft. — SM material (silty sand)
1 Ft. — 2 Ft. — SC material (clayey sands; sand—clay mixtures)
2 Ft. — 3 Ft. — SM material (silty sand)
3 Ft. — 7 Ft. — SC,SM materials (clayey sands; silty sands)
7 Ft. — 8 Ft. — SM material (silty sand)
8 Ft. — 11 Ft. — SM,SC materials (silty sands; clayey sands)
Boring #4: 0 Ft. — 2 Ft. — SM material (silty sand)
2 Ft. — 4 Ft. — SM,SC materials (silty sands; clayey sands)
4 Ft. — 11 Ft. — SC,SM materials (clayey sands; silty sands)
Based on the results of these borings, SOME of the soils available on this :site are suitable
to be used as embankment material for the lagoon site. A suitable clay material (SC,C1 etc.)
for the liner will be required.

OSS S G
n 4r r,
ti g� f
QUANTITYfX LN
I;A -
1.� fy.k Jt } �' 'ti} .dry..,w�•"Tw � .5.�'e'tU .
. ►' ',.yti{ �. ` J j` ' Eck �-"P'Tepared; for
r Carter & Son Fa'rms�
b,ttz
TT .�
• - '~, ' err- 3 i�����'��'�� s � '
in r• ,
Duplin County, North Carolina
Designer : Checker
Date : 12/13/93 Date
*******************************************************************************
SLOPE INTERCEPT PROFILE
TEMPLATE DATA:
Beginning Elevation = 40 . 5
Beginning Station = 0+00
0+00 to 0+00 c\3cl372/3 0 . 00000 ft/ft
F"''TION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0 . 0 / 52 . 8 100 . 0 / 52 . 7 200 . 0 / 50 . 0 300 . 0 / 48 . 4 400 . 0 / 48 . 2
500 . 0 / 50 . 4 600 . 0 / 50 . 6
A:; .`.
n .
vc
T

` OH-IRK 2/15/88
b. Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS.
prepared for
C a r t e r & S o n F a r m s
in
Duplin County, North Carolina
Designer : Checker
Date : 12/13/93 Date
EXCAVATION VOLUMES
TEMPLATE DATA:
Beginning Elevation = 40 . 5
Beginning Station = 70+ .6
70+ . 6 to 1+00 c\3c1112/3 0 . 00000 ft/ft
1+00 to 2+00 c\3c1112/3 0. 00000 ft/ft
2+00 to 3+00 c\3c1112/3 0 . 00000 ft/ft
3+00 to 4+00 c\3c1112/3 0 . 00000 ft/ft
4+00 to 475+. 5 c\3c1112/3 0 . 00000 ft/ft
;ECTION NUMBER 1
Centerline Station 70+ . 6
ORIGINAL DATA:
0 . 0 / 50 . 6 100 . 0 / - 52.2 200 . 0 / 53 . 4 300 . 0 / 54. 4
;ECTION NUMBER 2
Centerline Station 1+00
ORIGINAL DATA:
0 .0 / 50 . 3 100 . 0 / 52. 1 200 . 0 / 53 . 3 300 . 0 / 54. 0
;ECTION NUMBER 3
Centerline Station 2+00
ORIGINAL DATA:
0 .0 / 49 . 0 100. 0 / 49.5 200 . 0 / 50. 5 300 .0 / 51 . 1
� ."ION NUMBER 4
Centerline Station 3+00
ORIGINAL� DATA:
47. 3 100 . 0 / _:48.2 200 .0 / 48. 6 300.0 / 49.1

9 '
EXCAVATION VOLUMES ( continued) .12/13/93 page 2
FICTION NUMBER 5
Centerline Station 4+00
ORIGINAL DATA:
0 . 0 / 47 .4 100 . 0 / 47. 7 200 . 0 / 48. 6 300 . 0 / 49 . 0
SECTION NUMBER 6
Centerline Station 475+ . 5
ORIGINAL DATA:
0 . 0 / . 47 . 3 100 . 0 / 49 . 1 200 . 0 / 50 . 5 300 . 0 / 49 . 7

09-IRK 2/15/88
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared .for
Carter & Sari Farms
in
Duplin County, North Carolina
Designer Checker ra
Date : 12/13/93 Date
*******************************************************************************
EXCAVATION VOLUMES
** EXCAVATION ** ; ** FILL **
Bot Left Right Off-CL CL Dist ; Area Volume Area Volume
Width SS SS ( ft) ; Sta ( ft ) ; (SgFt ) (Cu .Yds) ; ( SgFt ) (Cu .Yds )
3: 1 3 : 1 79 . 0 ; 70+ . 6 ; 1795 . 1 ; 0 . 0
29 ; 1942 . 3 0 . 0
.L12 3: 1 3 : 1 79 . 0 ; 1+00 ; 1772 . 5 0 . 0
100 ; 7662. 1 ; 0 . 0
112 3: 1 3 : 1 79 . 0 2+00 1316 . 2 0 . 0
100 ; 12059 . 1 0 . 0
112 3: 1 3 : 1 79 . 0 ; 3+00 ; 1058 . 2 ; 0 . 0
100 ; 15902 . 6 ; 0 . 0
112 3: 1 3 : 1 79 . 0 ; 4+00 ; 1017. 3 ; 0 . 0
76 ; 19088 . 1 ; 0 . 0
112 3 : 1 3: 1 79 . 0 ; 475+ . 5 ; 1261 . 1 ; 0 . 0

09-IRK 2/15/88
1 Department of Agriculture
Soil Conservation Service
CROSS-SECTION DATA
QUANTITY CALCULATIONS
prepared for
Carter & Son. Farms
in
Duplin County, North Carolina
Designer : Checker
Date : 12/13/93 Date
DIKE FILL VOLUME
TEMPLATE DATA:
Beginning Elevation = 53. 5
Beginning Station = 0+00
0+00 to 13+28 d/3cll2\3 0 . 00000 ft/ft
;ECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0 . 0 / 52 . 1 100 . 0 / 50 . 3
;ECTION NUMBER 2
Centerline Station 1+22
ORIGINAL DATA:
0 . 0 / 52 . 1 100 . 0 / 51 . 9
;ECTION NUMBER 3
Centerline Station 2+22
ORIGINAL DATA:
0 . 0 / 53 . 3 100 . 0 / 53. 3
;ECTION NUMBER 4
Centerline Station 3+14
ORIGINAL DATA: -
0 . 0 / 52. 1 100 . 0 / 53. 3 200 . 0 / 53 . 3 ,r
;ECTION NUMBER 5,
' Centerline Station 4+14
ORIGINAL' DATA: `

,IRE FILL VOLUME (continued) 12/13/93 page 2
0 .0 / 49. 5 100 . 0 / 50. 5 200. 0 / 57. 1
ECTION NUMBER 6
Centerline Station 5+14
ORIGINAL DATA:
0. 0 / 48.2 100 . 0 / 48 . 6 200 . 0 / 49 . 1
ECTION NUMBER 7
Centerline Station 6+14
ORIGINAL DATA:
0 . 0 / 47. 7 100 . 0 / 48. 6 200 . 0 / 49. 0
ECTION NUMBER 8
Centerline Station 7+56
ORIGINAL DATA:
0 . 0 / 48 . 6 100 . 0 / 51 . 4 200 . 0 / 51 . 3
ECTION NUMBER 9
Centerline Station 8+56
AIGINAL DATA:
0 . 0 / 47 . 7 100 . 0 / 49 . 6 200 . 0 / 49. 8
ECTION NUMBER 10
Centerline Station 10+28
ORIGINAL DATA:
0 . 0 / 47. 7 100 . 0 / 47. 4
ECTION NUMBER 11
Centerline Station 11+28
ORIGINAL DATA:
0 . 0 / 48.2 100 . 0 / 47. 3
ECTION NUMBER 12
Centerline Station 12+28
ORIGINAL DATA:
0 . 0 / 49. 5 100 . 0 / 49 . 0
'.ION NUMBER 13
. Centerline Station 13+28
ORIGINAL; DATA:

)IKE FILL VOLUME (continued) 12/13/93 page 3
0.0 / 52.1' 100. 0 / 50.3

00-IRK 2/15188
US Department of Agriculture
Soil Conservation Service
PLANNED
QUANTITY CALCULATIONS
prepared for
Carter- & Son Farms
in
Duplin County, North Carolina
Designer Checker (Al
Date : 12/13/93 Date
k*****************A *ic************************************************** k****ic**
DIKE FILL VOLUME
** EXCAVATION ** ; ** FILL **
Top Left Right Off-CL ; CL Dist ; Area Volume ; Area Volume
Jidth SS SS ( ft ) ; Sta ( ft) ; (SgFt) (Cu .Yds) (SgFt ) (Cu.Yds )
2 3 : 1 3 : 1 60 . 0 ; 0+00 ; 0 . 0 ; 51 . 3
122 0 . 0 172 . 5
_2 3 : 1 3 : 1 50 . 0 ; 1+22 ; 0. 0 ; 25 . 0
100 ; 0 . 0 223 . 4
12 3 : 1 3 : 1 50 . 0 2+22 ; 0 . 0 ; 2 . 5
92 ; 0 . 0 232 . 0
12 3: 1 3 : 1 130 . 0 ; 3+14 ; 0 . 0 ; 2 . 5
100 0 . 0 ; 254 . 3
12 3 :1 3 : 1 130 . 0 ; 4+14 ; 0 . 0 ; 9 . 5
100 ; 0 . 0 ; 500 . 6
12 3: 1 3 : 1 130 . 0 ; 5+14 ; 0 . 0 123 . 5
100 ; 0 . 0 ; 960 . 7
12 3: 1 3 : 1 130 . 0 ; 6+14 ; 0 . 0 ; 125 . 0
142 ; 0 . 0 ; 1392 . 4
12 3 : 1 3 : 1 100 . 0 7+56 ; 0 . 0 ; 39'. 2
100. ; 0 . 0 ; 1637 . 6
12 3 : 1 3 : 1 100 . 0 ; 8+56 ; 0 . 0 ; 93 . 3
172 0 . 0 2507 . 7
12 3 : 1 3 : 1 60 . 0 ; 10+28 ; 0 . 0 ; 179 . 9
i 100 0 . 0 3165 . 2
12 3 : 1 3: 1 60 . 0 ; 11+28 ; 0. 0 ; 175 . 1
100 ; 0 . 0 ; 3689 . 8
12 3 :1 3 : 1 60 . 0 ; 12+28 ; 0 . 0 ; 108 . 2
100 ; 0 . 0 ; 3985 . 3
12 3: 1 3 : 1 60 . 0 ; 13+28 ; 0 . 0 ; 51 . 3

!N' Department of griculture
u,�' '� ': ► y y �` �• SOil Conservation Service
a } CR S- ECTION D cTA 5 -•
QU N T T. TIONS
t� ( m
.,+Tio,
r,� 34 7we* preparedfor';
S"o rl F a r m s'
` `• in
Duplin County, North Carolina
Designer : Checker
Date : 12/13/93 Date
PAD FILL VOLUME
TEMPLATE DATA:
Beginning Elevation = 54 . 5
Beginning Station = 0+00
0+00 to +15 d/5cl275\5 0 . 00000 ft/ft
+15 to +45 d/5cl275\5 0 . 01500 ft/ft
+45 to 1+45 d/5cl275\5 0 . 01500 ft/ft
1+45 to 2+45 d/5cl275\5 0 . 01500 ft/ft
2+45 to 2+55 d/5cl275\5 0 . 00000 ft/ft
SECTION NUMBER 1
Centerline Station 0+00
ORIGINAL DATA:
0 . 0 / 55 . 5 100 . 0 / 53 . 7 200 . 0 / 50 . 9 300 . 0 / 48 . 9 400 . 0 / 48 . 8
SECTION NUMBER 2
Centerline Station +15
ORIGINAL DATA:
0 . 0 / 55 . 5 100 . 0 / 53 . 7 200 . 0 / 50 . 9 300 . 0 / 48 . 9 400 , 0 / 48 . 8
SECTION NUMBER 3
Centerline Station +45
ORIGINAL DATA:
0.. 0 / 55 . 4 100 . 0 / 54. 0 200 . 0 / 51 . 1 300 . 0 / 49 . 9 400 . 0 / 49 . 0
S CTI ,,�NNUMBER ; 4
nterkine fStati ph'-' : 1+45
D TA
. ...�.a.,t'! •- �.'..... .-':/it: "'4''�isr•" " itsl�i .1'�"t+'-!`. '.ki.aa:Y1:)..... .(__

4D ILL VOLUME ( continued) 12/13/93 page 2
0. 0 / 53 .7 100 . 0 / 54. 2 200 . 0 / 51. 3 300 . 0 / 50 . 2 400 . 0 / 49 . 7
ECTION NUMBER 5
Centerline Station 2+45
ORIGINAL DATA:
0 . 0 / 58. 2 100 . 0 / 54. 5 200 . 0 / 52. 4 300 . 0 / 51 . 0 400 . 0 / 50 . 6
ECTION NUMBER 6
Centerline Station 2+55
ORIGINAL DATA:
0 . 0 / 58. 2 100 . 0 / 54. 5 200 . 0 / 52. 4 300 . 0 / 51 . 0 400 . 0 / 50 . 6
7

QUARTER M FARMS '1
P.O. Box 759
Rose Hill, NC 28458
Phone: [phone]
Calculations By: Kraig Westerbeek
Date: 12/14/93
Farm Operator: Garbe '&' one
County: Duplin
Distance to nearest residence (other than owner): 900.0 Feet
INPUT DATA:
Sows (farrow to finish)= 0
Sows(farrow/feeder) = 0
Head (finishing only) = 3,672
Sows (farrow to wean)= 0
Head (wean to feeder)= 0
Lagoon Clay Liner
Seasonal High Water Table Elevation = 49.00 Feet 49.00 Feet
Storage Volume for Sludge Accumulation = 0.0 Cu. Ft. 0.0 CF
Treatment Volume (Min. = 1 CF/Lb) = 1.0 CF/Lb 1.0 CF/Lb
Inside Top Length of Dike = 450.00 Feet 459.00 Feet
Inside Top Width of Dike = 190.00 Feet 199.00 Feet
Top of Dike Elevation = 53.50 Feet 53.50 Feet
Bottom of Lagoon Elevation = 40.50 Feet 39.00 Feet
Thickness of Clay Liner = 1.50 Feet
Side Slopes on Dike = 3.0 : 1 3.0 : 1
25 Year — 24 Hour Rainfall = 7.50 Inches 7.50 In.
Rainfall in Excess of Evaporation = 7.00 Inches 7.00 In.
Minimum Permanent Storage Depth = 9.00 Feet 9.00 Feet
CALCULATED DATA:
Minimum treatment volume — livestock = 495,720 Cu. Ft.
Waste Produced #1 = 121,352 Cu. Ft. #2 = 121,352 Cu. Ft.
Wash Water #1 = 0 Cu. Ft. #2 = 0 Cu. Ft.
Rainfall Excess Evap. = 49,875 Cu. Ft. #2 = 49,875 Cu. Ft.
Rainfall/25 Yr. Storm = 53,438 Cu. Ft. #2 = 53,438 Cu. Ft.
Minimum temp. storage volume of lagoon = 224,665 Cu. Ft. #2 = 224,665 Cu. Ft.
Total minimum required treatment volume = 720,385 Cu. Ft. #2 = 720,385 Cu. Ft.
Total design volume available = 813,384 Cu. Ft. #2 = 945,995 Cu. Ft.
Volume of Clay Liner = Design Volume of Clay Liner — Design Volume of Lagoon
Volume of Clay Liner = 945,995 Cu. Ft. — 813,384 Cu. Ft.
Volume of Clay Liner = 132,611 Cu. Ft.
:Volume of Clay Lines -"" ; "4,9i 2 Cubic Yards

Carter & Sons Hog Farm 1&2 AWS310160
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear
tends to reduce operating pressure and flow. With continued use, nozzle wear results in
an increase in the nozzle opening which will increase the discharge rate while
decreasing the wetted diameter.
You should be aware that operating the system differently than assumed in the design
will alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle.
Clogging of nozzles can result in pressure increase. Plugged intakes or crystallization of
mainlines will reduce operating pressure. Operating below design pressure greatly
reduces the coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout
the application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On
a windless day, variation between containers of more than 30 percent is cause for
concern. You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
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Carter & Sons Hog Farm 1&2 AWS310160
OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter/ early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available
in the lagoon for future wet periods. In the late summer/ early fall the lagoon should be pumped
down to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made
to maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty
action.
The routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
• Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the
lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should
include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes --look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
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Carter & Sons Hog Farm 1&2 AWS310160
Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment-- look for:
1. settlement, cracking, or"jug" holes
2. side slope stability--slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps --check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height
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Carter & Sons Hog Farm 1&2 AWS310160
Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
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Carter & Sons Hog Farm 1&2 AWS310160
• Practice water conservation --- minimize building water usage and spillage from
leaking waterers, broken pipes and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:
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Carter & Sons Hog Farm 1&2 AWS310160
• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper- agitator impeller pump through large
-bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag-line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can be removed without liner injury. If the liner is damaged it must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than liquid. Because of this it should probably be applied to land with low
phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil-test
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.
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Carter & Sons Hog Farm 1&2 AWS310160
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes in dams.)
• Lagoon liquid levels-- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
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Carter & Sons Hog Farm 1&2 AWS310160
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 910-796-7215
EMERGENCY MANAGEMENT SERVICES (EMS) 910-296-2160
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 910-296-2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-296-2121
COOPERATIVE EXTENSION SERVICE (CES) 910-296-2143
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:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s)that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks-
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals,trap or remove animals and fill holes and
compact with a clay type soil.
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Carter & Sons Hog Farm 1&2 AWS310160
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, 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 the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice/technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown,LLC
b. Contractors Address: Po Box 856, Warsaw,NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: [phone]
7. Implement procedures as advised by DWQ 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.
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Carter & Sons Hog Farm 1&2 AWS310160
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (,/)Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
(� Remove bridging of accumulated solids at
discharge
_Lagoons and Pits Crusted Solids (V/)Maintain lagoons,settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Decaying vegetation(✓)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design,operate and maintain feed systems(e.g..
bunkers and troughs)to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis(e.g.7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed () Reduce moisture accumulation within and around
residues 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.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas wastes and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
MIC—November 11, 1996
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Carter & Sons Hog Farm 1&2 AWS310160
Dry Manure Handling Accumulations of animal ()Remove spillage on a routine basis(e.g.7-10 day
Systems wastes interval during summer; 15-30 days interval during
winter)where manure is loaded for land application
or disposal.
()Provide for adequate drainage around manure stockpiles
()Inspect for and remove or break up accumulated wastes
in filter strips around stockpiles and manure handling
areas as needed.
The issues checked (rf pertain to this operation. The landowner/ integrator agrees to
use sound judgment in applying insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been
reviewed with me.
lei. �Za;;;:
a o n wner ign ure)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC-- November 11, 1996
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Carter & Sons Hog Farm 1&2
Swine Farm Waste Management —Odor Control Checklist Permit No.: AWS310160
Date: 2/12/2024
INSTRUCTIONS FOR USE Owner Signature: SL
♦ Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
♦ Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP.
♦ Items in bold or pre-selected are required.
♦ Add any site-specific details related to the selected BMPs
♦ Include any other odor control measures not listed
♦ NOTE: Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
FARMSTEAD
♦ Swine Production Maintain vegetative or wooded buffers at or •Traps dust and gases, provides dilution
near property boundary and visual screening
• May require third party input/approval
♦ Improper drainage ❑■ Grade and landscape so water drains away • Reduce odors and vectors that occur
from facilities and prevent ponding with stagnant conditions
Maintain farm access roads and prevent traffic • Prevents spillage during transport and
in waste application area tracking of waste onto public roads
❑ Other BMPs—please describe
MORTALITY MANAGEMENT
♦ Carcass ® Dispose of mortality using method approved • Required by statute and permit
Decomposition by NCDA&CS State Veterinarian. Manage • May require third party input/approval
According to CAWMP(Mortality Management
Checklist) and permit(s).
❑ Put carcasses in refrigerated (or freezer) dead
boxes within 24 hours for short-term mortality
storage.
♦ Incomplete Incineration ❑ Use incinerators with secondary burners for • Reduce odors by complete incineration
complete combustion.
❑ Other BMPs—please describe
Swine AMOC Page 1 of 6 APPROVED—7/25/2019

Carter & Sons Hog Farm 1&2
Swine Farm Waste Management —Odor Control Checklist Permit No.: AWS310160
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—WASTE HANDLING
♦ Flush tanks ❑ Install flush tank covers • Pit-flush systems
♦ Odorous Gases 0 Flush pits at least 4 times per day • Pit-flush systems
♦ Partial microbial ❑ Empty pits at least once every 7 days • Pit-recharge or"pull-plug" systems
decomposition ❑E Underfloor flush with pit ventilation
♦ Agitation of wastes ❑ Install/extend fill lines to near bottom of
tanks with anti-siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
♦ Ammonia ❑ Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or • Monitor for any solids accumulation in pit
chemical additive
❑ Other BMPs—please describe
HOUSE/BARN—FLOOR AND INDOOR SURFACES
♦ Manure covered floors ❑ Scrape manure from alleys into pens daily • Will move with other manure via pits
❑■ Install fully slotted floor system
❑� Install waterers over slotted floor area
❑ Install feeders at high end of solid floors • Where applicable
♦ Odorous Gases ❑E Scrape manure buildup from floors and walls •Aids in animal cleanliness
❑ Keep floors dry •Aids in animal cleanliness
❑■ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to • Solid floor/bedding systems
keep bedding dry
❑ Other BMPs—please describe
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Carter & Sons Hog Farm 1&2
Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS310160
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—VENTILATION
♦ Dust ❑■ Clean fans regularly—specify frequency
♦ Volatile/odorous gases ❑■ Efficient air movement
❑ Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust • Examples: biofilters,wet scrubbing, windbreaks
• May reduce ventilation rate depending on method
❑ Other BMPs—please describe
HOUSE/BARN—FEED
♦ Dust ❑ Install feed covers
♦ Adsorbed Gases ® Keep outdoor feed storage covered except • Required by rule 15A NCAC 02D.1802
When necessary to add/remove feed
❑ Minimize free-fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
❑ Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal • May require third party input/approval
❑ Use feed additives • May require third party input/approval
♦ Ammonia ❑ Use feed-reduced crude protein diet • May require third party input/approval
❑ Other BMPs—please describe
HOUSE/BARN—GENERAL
♦ Dust ❑ Install temperature and humidity sensors • Maintain relative humidity at 40 to 65%
♦ Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space • Can be used to treat exhaust air
charge system
❑ Other BMPs—please describe
Swine AMOC Page 3 of 6 APPROVED—7/25/2019

Carter & Sons Hog Farm 1&2
Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS310160
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON/WASTE STORAGE STRUCTURE
♦ Volatile Gases ® Maintain proper lagoon volume •Sufficient liquid volume/depth is required
for proper anaerobic treatment
❑ Minimize free-fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon • Use caution not to scour or damage lagoon liner
liquid level
Maintain proper surface area-to-volume ratio
❑■ Use correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives • Monitor for any increase in rate of solids accumulation
❑ Use permeable lagoon covers (not a digester)
❑ Use impermeable lagoon cover or • Methane can be flared if not utilized
anaerobic digester
❑ Other BMPs—please describe
LAND APPLICATION
♦ Odorous gases ® Perform land application in accordance with
CAWMP
♦ Wind drift ® Pump intake near lagoon surface • Required by rule 15A NCAC 02D.1802
❑ Pump from second stage lagoon
❑ Follow good neighbor policy .Avoid application on known weekends,
special days, or holidays/eves if possible
❑■ Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
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Carter & Sons Hog Farm 1&2
Swine Farm Waste Management— Odor Control Checklist Permit No.: AWS310160
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
❑■ Apply during favorable wind conditions, • Recommend checking predicted average hourly
(especially for traveling guns or impact wind speed within 24 hours prior to
sprinklers) anticipated start
❑ When practical, apply waste on sunny days • Allows for vertical dissipation of odor
rather than cool,overcast days
❑ When possible, apply waste mid-morning to •Allows for better vertical dissipation of odor
late-afternoon
❑ For traveling guns, use taper-ring or taper-bore • Less odor and drift than ring nozzles
nozzles
❑ For traveling guns, use largest-available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low-drift nozzles
on center pivots and linear move systems.
❑ Use hose-drag system
❑ Use injection method for waste application
❑ Other BMPs—please describe
SLUDGE DISPOSAL
♦ Odorous gases ❑ Transport sludge in covered vehicles or tankers
❑■ Apply in thin, uniform layers • Speeds drying and prevents ponding
❑■ Incorporate land-applied sludge as soon as • Required within 48 hours or prior to next rain event,
practical after application,and in accordance whichever is first,for conventionally tilled
with permit. bare soils
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost,gasification,energy generation, etc.
❑ Other BMPs—please describe
Swine AMOC Page 5 of 6 APPROVED—7/25/2019

ADDITIONAL INFORMATION AVAILABLE FROM:
Air Management Practices Assessment Tool (AM PAT) www.extension.iastate.edu/ampat/
AHG-538-A Certification Training for Animal Waste Management Systems:Type A NC Division of Water Resources
EBAE 103-83—Lagoon Design and Management for Livestock Manure Treatment and Storage www.bae.ncsu.edu
EBAE 128-88—Swine Production Facility Manure Management: Pit Recharge-Lagoon Treatment www.bae.ncsu.edu
EBAE 129-88—Swine Production Facility Manure Management: Underfloor Flush-Lagoon Treatment www.bae.ncsu.edu
EBAE Fact Sheet—Calibration of Manure and Wastewater Application Equipment www.bae.ncsu.edu
EBAE Fact Sheet—Swine Production Farm Potential Odor Sources and Remedies www.bae.ncsu.edu
NC NRCS Standard 359—Waste Treatment Lagoon www.nres.udsa.gov
NC NRCS Standard 380—Windbreak/Shelterbelt Establishment www.nres.udsa.gov
NC NRCS Standard 422—Hedgerow Planting www.nres.udsa.gov
NC NRCS Standard 442—Sprinkler System www.nres.udsa.gov
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107 1995 Conference Proceedings Florida Cooperative Extension Service
Options for Managing Odor: A Report from the Swine Odor Task Force NC State University
Swine AMOC Page 6 of 6 APPROVED—7/25/2019

Mar 29 2019 01:05PM HP Fax page 5
• Version—November 26,D019
• Mortality Management Methods
indicate whkh meff!Ws)W1 be implemented.
When selecting multiple methods Indicate a primary versus secondary Wft.
Methods other then those 119ted must be approved by the State veterinarian.
Primary secandary ROW"Mortality
a a Burial three feet beneath the sufface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106.403). The bottom of the burial pit should be at least one fool above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEG under GS 16A NCAC
139.0200.
�D Rendering at a rendering plant licensed under G.S. 106-168.7.•
Complete Indneretlon according to 02 NCAC 62C.0102.
Q (-"'� A composting system approved and pemtttted Iiy the NC Department of Agriculture a Can-
El sumer Services Veterinary Division(eBech copy of permit), if compost Is distributed offderm,
additional requirements must be met and a permit Is required from NC DEG.
a In the case of dead poultry only,placing in a disposal-pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(O.S. 106-549.70).
D a Any method which,in the professional opInion;of the Slate 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).
DMass 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 lann-specific mortality man-
agement methods 10 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 excebd normal mortality rates as specified by the State
Veterinarian.
• Burial must be,done In accordance with NC General Statutes and NCDAWS 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 Q.S. 106.399.4.
T
Sign Ownel,Manager Date
00,
Signature of Technical Specialist Date

DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
STATE GENERAL PERMITS
The State of North Carolina has issued State General Permits for animal facilities to operate in North Carolina. These
Permits meet both State and EPA requirements and provide coverage for the following types of facilities.
• AWGI00000-Swine Facilities
• AWG200000-Cattle Facilities
• AWG300000-Poultry Facilities with a liquid waste management system
You have recently been issued a Certificate of Coverage(COC)to operate your animal facility under one of these General
Permits.
Condition II.24 of each of these Permits reads as follows:
The Permittee shall:
a.install,operate,and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation
activities during precipitation;or
b.commit to provide for the presence of the OIC,a designated backup OIC,or a person under the supervision of an
OIC or designated backup OIC at all times during the land application of waste so that in case of a precipitation
event,the irrigation activities will be stopped immediately. This commitment must be submitted in writing to the
Division on a form supplied by,or approved by,the Division.[G.S§90A-47]
Installation of devices or submission of alternate documentation shall be completed within 12 months of the
issuance of the COC for this General Permit. The Permittee shall maintain such devices according to the
manufacturer's instructions and warranties.This Condition does not apply to manure spreaders or other equipment
pulled by manned vehicles.[1 SA NCAC 02T.0108(b)]
Please check the box below that indicates your commitment to do one of the following.
I>Y Within twelve(12)months of the effective date of a COC issued under this permit,I shall install,operate and maintain
devices on all irrigation pumps/equipment designed to automatically stop irrigation activities during precipitation.
This condition does not apply to manure spreaders or other equipment pulled by manned vehicles.
I I I will commit to provide for the presence of the Operator in Charge(OIC),the designated backup OIC,or a person
under the supervision of an OIC or backup OIC at all times during the land application of waste.
"I certify under penalty of law that this document was prepared under my direction or supervision in accordance with a
system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my
inquiry of the person or persons who manage the system,or those persons directly responsible for gathering the information,
the information submitted is,to the best of my knowledge and belief,true,accurate,and complete.I am aware that there are
significant penalties for submitting false information, including the possibility of fines and imprisonment for knowing
violations."
1927 2 cSaitJS frOG� ��� C31 — /&O
F Permit Number
Facility Name
r— a y �arTPr
Owner/Pertniftee Name and Title(type or print)
9/1 T laoa o
signNTIfre of er/Perm ee Date
Signature of Operator in Charge(if different from Permittee) Date
Mail to: Animal Feeding Operations
1636 Mail Service Center
Raleigh,NC 27699-1636
DTASIE 1-22-2020