310844_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee
1. Farm Number: 31-0844 Certificate Of Coverage Number: AWS310844
2. Facility Name: Aaron Smith New
3. Landowner's Name(same as on the Waste Management Plan): Aaron Smith
4. Landowner's Mailing Address: 3657 NC 111 903 N
City: Albertson State: NC Zip: 28508
Telephone Number: 252-568-3627 Ext. E-mail:
5. Facility's Physical Address: 3657 NC 111 903 N
City: Albertson State: NC Zip: 28508
6. County where Facility is located: Du lin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): rv '�
10. Operator Name(OIC): fA A"1 \\ `` hone No.: UO-368 ZT OIC#: —4&4*t-
11. Lessee's Name(if there is not a Lessee,write"None"): ��C3f, S'�"�'L^ Z+5�0���� Qc
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 3,520
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 and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
LAGOONNI 19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAN\IP) mth this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person' who_ knowingly makes any false statement,
representation, or certification in any application may be subject to civil' penalties. up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,si ature should be by a principal executive officer of the corporation):
.Ir ,.
Name: �!1 L GV Title: r-.
Signature: Date: t
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

Version—November 26,2018
• Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
D A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only,placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
a a Any method which,in the professional opiniontof the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
a
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be:done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
r-,LA"- ZZ T
Signature of Farm Owner/Manager Date
Signature of 7 nical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
07-03-2017
This plan has been prepared for: This plan has been developed by:
Aaron Smith New Farm (31-844) Ronnie G. Kennedy Jr.
Aaron Smith Agriment Services, Inc.
3657 N. NC I I I &903 Hwy PO Box 1096
Albertson, NC 28508 Beulaville, NC 28518
252-568-3627 252-568-2648
eveloper 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.
rn` `�-5--r7
v ' �
Signature(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 B : 71qll 7
PP y
Technical Specialist Signature Date
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311603 Database Version 4.1 Date Printed: 07-03-2017 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.
F
Swine Feeder-Finish Lagoon Liquid waste generated 3,263,040 gals/year by a 3,520
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
ast 5882
ated 7058
Injected 7058
Irrigated 5882
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
EY]eaErl 51,882 9297 -31415 51,1571,654 -1,894,614
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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.
311603 Database Version 4.1 Date Printed: 07-03-2017 Source Page 1 of 1

Narrative
7/3/2017
No changes made to wettable acres. Only changes to crops planned.
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311603 Database Version 4.1 Date Printed: 07-03-2017 Narrative Page 1 of 1

The table shown below provides a summary of the 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
71324 1 4.15 4.15 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
71324 2 2.26 2.26 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
71324 3 1.16 1.16 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
71324 4 0.87 0.87 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
71324 5(1) 5.62 5.62 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
71324 5(2-4) 9.97 9.97 N/A Blanton Annual Ryegrass-Pasture 1.2 Tons
Pearl Millett,Pasture 4.1 Tons
71324 1 6 1 10.881 10.88 N/A Pactolus Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.0 Tons
PLAN TOTALS: 34.91 34.91
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 practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
311603 Database Version 4.1 Date Printed 7/3/2017
PCS Page 1 of 1
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres 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 Cornet Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) pbs/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
71324 1 S7 Lutryville 4.15 4.15 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 115.12 0.00
71324 1 S7 kutryville 4.15 4.15 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 149.24 0.00 619.33 0.00
71324 2 S7 Autryville 2.26 2.26 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 62.69 0.00
71324 2 S7 Autryville 2.26 2.26 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 brig. 269 149.24 0.00 337.27 0.00
71324 3 1 S7 Autryville 1.16 1.16 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 32.18 0.00
71324 3 1 S7 utryville 1.16 1.16 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 149.24 0.00 173.11 0.00
71324 4 S7 kutryville 0.87 0.87 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 24.13 0.00
71324 4 S7 Autryville 0.87 0.87 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 149.24 0.00 129.84 0.00
71324 5(1) S7 Autryville 5.62 5.62 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 155.89 0.00
71324 5(1) S7 Autryville 5.62 5.62 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 112.07 0.00 629.81 0.00
71324 5(2-4) S7 Blanton 9.97 9.97 Annual Ryegrass-Pasture 1.2 Tons •9/1-3/31 43 0 0 Irrig. 43 23.86 0.00 237.84 0.00
71324 5(2-4) S7 Blanton 9.97 9.97 Pearl Millett,Pasture 4.1 Tons 4/1-9/15 162 0 0 brig. 162 89.87 0.00 896.05 0.00
71324 6 S7 Pactolus 10.88 10.88 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 27.74 0.00 301.80 0.00
71324 6 S7 Pactolus 10.88 10.88 Hybrid Bermudagrass Hay 5.0 Tons 3/1-9/30 239 0 0 Irrig. 239 132.59 0.00 1,442.60 0.00
31 IC Database Version 4.1 Date Printed: 7/3/2 WUT Page/' of 2

Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
Obs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Mettnd N gal/A Tons 1000 gals tons
Total Applied,1000 gallons 5,157.65
Total Produced,1000 gallons 3,263.04 t4__
I -
Balance,1000 gallons •1,894.61
Total Applie 0.00
7 OAO
Total Produced,tons
Balance tons ' - =T 0.00
t :
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol*means user entered data.
311 Database Version 4.1 Date Printed:7/3/2 WUT Page ^ 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)
71324 1 Autryville 0.60 1.0
71324 2 Autryville 0.60 1.0
71324 3 Autryville 0.60 1.0
71324 4 Autryville 0.60 1.0
71324 5(1) Autryville 0.60 1.0
71324 5(2-4) Blanton 0.75 1.0
71324 6 IPactolus 1 0.75 1 1.0
311603 Database Version 4.1 Date Printed 7/3/2017 IAF Page 1 of 1
NOTE: Symbol*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 be taken 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
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
Corn 120 bu 150 14.69 39.54 79.08 118.62
Hay 6 ton R.Y.E. 300 29.38 19.77 39.54 59.31
Soybean 40 bu 160 15.67 37.07 74.14 111.21
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311603 Database Version 4.1 Date Printed: 07-03-2017 Sludge Page I 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 of the 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.
If available 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.
Available Wte Stora2e
Source Name Swine Feeder-Finish Lagoon Liquid Desi n Storage Capacitya s
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 92
1 2 85
1 3 111
1 4 132
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 168
1 11 156
1 12 135
*Available Storage Capacity is calculated as of the end of each month.
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311603 Database Version 4.1 Date Printed: 07-03-2017 Capacity Page 1 of 1

Required Specifications For Animal Waste Manasiement
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste 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, NRCS 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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311603 Database Version 4.1 Date Printed:7/3/2017 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
po ndi ng 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, 1995,
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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311603 Database Version 4.1 Date Printed:7/3/2017 Specification Page 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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311603 Database Version 4.1 Date Printed:7/3/2017 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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311603 Database Version 4.1 Date Printed:7/3/2017 Specification Page 4

Crop Notes
The following crop note applies to field(s): 6
Bermudagrass Coastal Plain,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 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): 1,2,3,4
Bermudagrass Coastal Plain,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.
f"011
--------------------------------------------------------- g
311603 Database Version 4.1 Date Printed: 07-03-2017 CropNote Page 1 of 3

Small Grain: CP,Mineral Soil,medium leachable The following crop note applies to field(s): 6
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 301bs/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): 1,2,3,4, 5 (1)
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.
---------------------------------------------------------------------------------
311603 Database Version 4.1 Date Printed: 07-03-2017 Crop Note Page 2 of 3

The following crop note applies to field(s): 5 (1)
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 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): 5 (24)
Annual RyeGrass:This crop is not an overseed. Recommendations for this crop are not applicable to a
ryegrass overseed.
The following crop note applies to field(s): 5 (2-4)
Pearl Millett: No Comment
---------------------------------------------------------------------------------
311603 Database Version 4.1 Date Printed: 07-03-2017 Crop Note Page 3 of 3

EXHIBIT D-1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: N41QW S,nrr�a County: 0'K9t✓zrJ
Address: -S"Sl nlertt, tAQ ►►\ 9a-
f�c3 t=crr n► PLC '--R sG a Date: 41319-1
Telephone: 919- -Q R - 3�,.Z 7
TABLE 1 - Field Specifications
Approximate Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Fleldt of Fleld2 Slope Rate3 Cyele3 _
Number (acres) Soil Type (o/,) Cro a ftAr (inches) Commsnts
4,l 1-4 ttpss sxr .9
Z. -4 s S r,v
3 1. 1- uo
l -
'
a 1 -S SGAtAA NC.Q.Ks-sS x
?1 Cis s
� z
1See attached map.
2Total field acreage minus required buffer areas.
3Refer to N.C.Irrigation Guide,Field Office Technical Guide,Section H G. Annual application must not exceed the agronomic rates for the soil and crop used.
NRCS, NC
JUNE, 1996

i
EXMrr D-3
TABLE 3 - Solid Set Irrigation Gun Settings MIN..
Make, Model and Type of Equipment:
OPERATING PARAMETERS
Field No l Wetted Hydrant Spacing(ft) Application Nozzle Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure Time
Line Not Hydrants feet Pipeline Pipelines In/hr inches Gun(psi) Hydrant r Comments
ISee attached map.
2Show separate entries for each pipeline with hydrants in each field.
NRCS, NC
NNE, 1996

EXaBrr D-2
TABLE 2 - Traveling Irrigation Gun Settings
Make,Model and Type of Equipment: NG- 19NLI l -C3o A k11VA NCL3.4" Gvv S!F\So R x t.t a Nozrt C
EQUIPMENT SETTINGS
Field Not Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter 'Diameter Pressure Pressure Arc
Hydrant Not (fVmin) in/hr) Width(ft) Len R feet inches Gun(psi) Reel i PattCm3 Comments
.1 IS 70 1 = a Tu A MO
1' 1150 6110 I ZO t,1 8 0
t Zo 1
I - O . Co fl Z S� s -
MAI 1 n 2
Z— 1 1 Z I S 80 a %470 90° /a\IE —taT,s
3 - ► - - 450 1 _
H
t - 31n 120 Q o o _
5 -1Cp Z 3 Z?o°
G0 0 4U °
_ Z t
ado r4
39 Z 314ra 0
< NT t
.C) Z O 490 7a� t=L�2 C Z1so SAGA - ANUA Q
p• a
- 1 Z 4 4 00 tit Grr4L41146
Z40 Q O 33 o 1 °
—Z ,9 Z4 ao ` a
- Z3 3. Z Z I
N
I See attached map.
2Show separate entries for each hydrant location in each field.
3Use the following abbreviations for various arc patterns: F(full circle),TQ(three quarters),TT(two thirds), H(half circle),T(one third),Q(one quarter).
May also use degrees of arc.
WEctEq �i�.xL�tR = Tvr+� TNRaw ac- wraztYt NRC$, NC
JUNE, 1996

0
11=1`'D4
TABLE 4 - Irrigation System Specifications
Traveling Solid Set
Irri ation Gun Irrigation
Flow Rate of Sprinkler(gpm) ZAS
perating Pressure at Pump (psi) ISO
Design Precipitation Rate(ln/hr)
Hosc Length(feet) XXXXXXXX
a
Type of Speed Compensation XXXXXXXX
tCtiAN�C L
Pump Type(PTO, Engine, Electric)
�raU�E
Pump Power Requirement (hp) 3o
TABLE 5 - Thrust Block Specificationst
Designer may rovide thrust block details on separate sheet.
THRUST BLOCK
LOCATION AREA s . ft.
90o Bend A �ot^rr A3ovt G¢avNv C,`
Dend End wAA�uMwum [�i� r`lo
TeeC�CQ�i�ZEO-
See USDA-NRCS Field Office Technical Guide,Section IV,Practice Code 430-DD.
NRCS, NC
JLNE.., 1996

EXHI131T D-S
IRRIGATION SYSTEM DESIGNER
Name: ,
Company: M. Po.,.4 Ad s i?
Address: p, 13ox oq A, t{ENANSV Zt , r-'+ Nc Ze349
Phone:
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations,travel lanes,pipeline routes,thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates. r
S. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump,traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance,
N.C.Field Office Technical Guide,Section IV,Practice Code 430-DD.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address them as
appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A butler strip 25_feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per NC Statutes.
NRCS, NC
JiJNE, 1996

EXHIBIT D-6
Narrative of Irrigation System Operation
Describe the operation of the system in the space provided below or on a similar sheet most convinient to the designer/supplier.
Include procedures such as start-up,shut-down,winterization and regular maintenance of all equipment.
M Ma N M C-N S - k rse R 'VE
4�. 5IZCIWS'�AM -M T - S Z YJ
PVT
--VIA�
S A - _ —S AT-
o ? - F A A?A - ._ _ C)S
t l_ ss -
Ta C - - r ✓ri - 5 a
L1!N Meat 5 N. Lt A L
NRCS, NC
NNE, 1996

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SWIN FARM
DESIGN, CONSTRUCTION, OPERATION,
AND MANAGEMENT PLAN
FOR
ARRON SMITH
3520 Feeder - Finish
October 30, 1996
See conditions on next page.
I certify that this Plan has been prepared under my direct
supervision and meets the applicable regulations of
NRCS, DEM, and all other State and Local Regulations
to the best of my knowl'dage:,arid',belief.
000
IZV 'A. ...........
10 6
N
M. Floyd Ad S�PE Date
License No. 122`F3 `-
•� .d /- :fir� a•_ :� 1'G�1 'L

� EMERGENCY ACTION PLAN
1 ACTIONS
' 1. CALL THE DIVISION OF ENVIRONMENTAL MANAGEMENT (DEM)
NAME OF OFFICE WII rniNaMnt � N -C • -
' PHONE NUMBER Glo 345 - 39 0 0
' 2. CALL 911 IF THERE IS DANGER TO DOWNSTREAM PROPERTY
' 3 . CONTACT CONTRACTOR IF NEEDED TO REPAIR PROBLEM
NAME
' PHONE NUMBER
' 4 . CONTACT THE CERTIFYING TECHNICAL SPECIALIST
PHONE NUMBER AIo I43 34.31 (W' aI0 �2-tPR54- �N,

CARROLL'S FOODS, INC.
P. 0. Drawer 856
WARSAW, NORTH CAROLINA 28398
IMPORTANT INFORMATION
ABOUT LAGOON CONSTRUCTION
LISTED BELOW IS A BRIEF SUMMARY OF VOLUMES AND OTHER
DATA:(SEE CONTENTS OF PLAN FOR MORE INFORMATION)
EXCAVATION 21614--- cubic yards
FILL (pad & dike) 21614--- cubic yards
TOP SOIL (minimum 3" thick) 421--- cubic yards
CLAY LINER (represents a complete liner) 7600--- cubic yards
Constructed top of dam must include a minimum of 5% settlement -
EXAMPLE: 10 feet high dam will require 5% of 10 feet or 0 . 5 feet
fill above planned top of dam.
Clay content, thickness and compaction of liners (if required) are
very important. If the certifying technical specialist is unable
to approve the liner with normal field techniques, an independent
engineering analysis will be required (see CONSTRUCTION
SPECIFICATIONS for additional information) . If an independent
engineering analysis is required, this expense will be the
responsibility of the owner/grower.
Special attention needs to be given to the seeding specifications.
The lagoon dike must be seeded according to specifications before
the system can be certified and stocked with animals. (Consult
with your NRCS Conservationist regarding mulching)

WASTE MAL`IAGEI ENT FACILITY=EVALUATION
GZ,fERAL I1"rFORMAT10N
AA Rog SITN c LOCATION APp3 Il�fCEerSon/
36S'7 Now MCl/I 3
a46afrYbAl , M .c, 28So8
' Tzlr.PxoNE 9i9
,568-,36 2 7 SIZEE 0P ERA TTON
' LOGkTION DATA
DISTANCE FFROM NEAREST RESIDENC'S NOT OWNED BY PRODUCER /90O FT.
DIST,k,NCE FROM.NEAREST?UBLC FACaM(school.chu=h.-:=) 330o FT.
IS SiTa WrniLN 100-YEAR FLOOD PLAEN? r0 ✓
' If yes,INRCS cannot provide assistance.
IS SITE A FT LEAST 100 FT.FROM A"BLUE LLVE"PERENNIAL S�''`M'• YES NO
If no,site must be relocated.
IS SITE WrrHL�I 1 MILE ZONING JURISDICTION OF A MUNICIP.aLM? YES NO
If yes,landowner should consult With local zoning board about required
permits. Permits must be obtained prior to design approval
YES NO
ARE UTII.Tr1FS IN CONSTRUCTION AREA?
If yes,sea Part 503 of the National Engineering Manual and follow policy.
(Copies of maps or other reference materials may be attached to site
evaluation.)
V{!EMANDS
WILL SrM INVOLVE CLEARING WOODLAND OR ANY vON-CROPL.�►�W? YES ✓ NO
If yes,producer must complete Form MRCS-CP A-38(Request for Certified
Wetland Deoermination/Deli.nestion).
WILL ACTION RESULT IN SWANfPBUSTL IG?
YES NO +�
ff WEZZILYDS ARE INVOLVED,IT IS TINE RESPONSIBMXrY OF THE PRODUCER TO CONTACT THE US ARNfY CORP OF
E;IGD EERS AND THE DMSION OF e4TIRON1 JTa►L.Mr�NaGE.k�,YT TO DETER.I�1E IFPERI�QTS ARE REQL�tED•
IF'NETLANDS ARE LYVOLVED,THE PRODUCER SHOULD NOT CLEAR ANY LAND UNTIL A WETLAND DELINEATION
IS MADE.
MRCS will provide technical assistance in wetlands only under the following conditions. For natural wetland
inclusions less than one acre in size,MRCS will provide assistance only if the functions and values lost are fully
mitigated. For natural wetlands greater than one acre in size,`rRCS wall provide assistance only after a
rigorous sequencing process to include avoidance,minimization of impacts, and compensatory mitigation is
rcarried out in that order of preference.
ODOR CONTROL
HL-kS ODOR CONTROL BEEN DISCUSSED WITH PRODUCER.:
• PREDOML,I NT WIND DIRECTION? YES NO
• PRECHARGM LAGOON WITH FRESH WATER TO AT LEAST l/': YES NO
OF THE CAPACITY?
• USING GOOD SOUND JUDGMENT 1N L ND APPLICATION YES � NO
OF WASTE?
1�'R

w
OTHER E.WIRONMLENTAL FACTORS
IS ENDANGERED AND/OR THREATENED SPECMS HABITAT PRFSENT`7 YES NO
IS A DESIGNATED NATURAL URAL SCE RC AREA INCLUDED IN THE PLANNING ARF.-k OR
WILL PLANNED ACTIONS MEP ACT ON AN ADJACENT NATURAL.SCENIC AREA? YES NO ✓
IS UN ARCHAEOLOGICAL.OR HISTORICAL SITE LOCH i cD LV THE PLANNED AREA? YES NO ./
v ARE THERE PRLMI-UNIQUE.STATE OR LOCALLY D PORTANr FAR(LANDS IN THE YES NO .�
OPERATLVG LWM
WILL THE ACTION RESULT IN SODBUSTLNG? YES NO ✓
If the answer to any of the above is yes.MRCS will not provide technical
assistance unless 2genCv DOUCr is followed.
WASTE MANAGEMLEYT
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY ALL WASTE YES ✓ NO
I;iCLUDC G SLUDGE,ALTHOUGH SLUDGE MAY ONLY BE APPLIED I;IFZEQUEYIZY?
ff NO,DOES PRODUCER HAVE ACC:SS TO MORE LANYD? YES NO
IF LAND IS NOT OWNED BY PRODUCER CAN PRODUCER GET AGREEIMNT ON LAND YES 1*4 0
ON WHICH TO APPLY WASTE?
(Attach Waste UtilizstIoa Plan to site evaluation.)
SOIL Z(VESTIGATION-VALID ONLY IF SOEL IIYV=GATION
SHEET ATTACHED
IS SOIL SLTTABLE FOR LAGOON? YES ✓ NO
IS A LIVER REQUIRED? YES ✓ NO
TYPE OF LINER TO BE USED: CLAY✓BENTONTTE SYN 1=1 C
IF CLAY LINER IS TO BE USED,IS SUITABLE CLAY AVAILABLE ON YES NO
STTE?
IF CLAY IS NOT AVAMABLE ON SITE.DOES LANDOWNER HAVE YES NO ttilr>
ACCESS TO CLAY?
IS A CORE TENCH REQUIRED? YES No ✓
(Attach sod investigation sheet to site evaluation.)
IS SUBSURFACE DRAIN=PRESENT? Y'cS NO ✓
(If yes, the must be removed or plugged)
SM APPROVED YES NO CONDITIONAL
COWNEENTS I &-r-e-♦FN0 QCS
NE�o 'TD nl-4Kj-- Sue E 77,E.+r wana ro AAff4 so,2
.Sooz4x F/Zrc.p /S NDN-Ryo of/<-
THIS SITE LWESTIGATION IS VALID FOP.TWELVE.MONTHS FROM THE DATE SHOWN BELOW. IF CONSTRt:C oV
HAS NOT BEEN STARTED Wrnmi TWELVE.MONTHS,A:JEW SITE t<WESTIGATION WIIl,BE REQUIRED.I'
SIGNATURE�a.c�'�• DATE � - ,a
r 1,
Changes in the local or state law or changes in the standard could require a ne.v site investigation.

SOIL INVESTIGATION TO DETERMINE SUITABILITY OF LAGOON SITE
Grovver's dame iA RrON County D OPLI H
)ate 51,b/96 State N . c.
SKETCH OF PROPOSED LAGOON SHOWING WHERE BORINGS WERE AUDE
pP�N F��t„D
4 2.eo' ® S 8-�-
S 6-3
�01
S i3-4-
®S8-1
I -I
Ac' A 6 3S.
Depth ,A ,3 , ; e. sg„R Boring Number
Ft. 1 2 3 4 5 6 7 8 9 10
0-1 5M
1-2 SM M
,5i�t SM S ,s c
2-3 sc 5 M 5" 5,M,ye-
3-4 sc s M,5� SM SM
*15
�E .0
4-5 sC o sM,S� jM S.o
5-6 sc,SM
6-7 .Sn{ ,SM 5M,SP
7-8 5 5r-,SM SM
' - Sf-!
8 9 Sc S nn SM,Sc.
9-10 ^y sc,SM
10-11
11-12
12-13
SHWT(Seasonal High Water Table) -A snrAaLE Mom,AL %R t-,Ns-e.
Signature&Title �E µ , �trK SPEC. CAagajs�5. Date 9l�v 6
1

TYPES OF MATERIAL ENCOUNTERED IN BORING
UNIFIED CLASSIFICA TION
(YW Well graded gravels;gravel, sand mix Sc Clayey sands;sand-clay mixtures
GP Poorly graded gravels ML Silts;silty,very sands; sandy or clayey silt
GM Silty gravels;gravel-sand-gilt mix CL Clays of low to medium plasticity
GC Clayey gravels;gravel-sand-clay mix CH Inorganic clays of high plasticity
SW Well graded sands;sand-gravel mix MH Elastic silts
SP Poorly graded sands OL Organic silts and silty clays, low plasticity
SM Silty Sands OH Organic clays, medium to high plasticity
1. Suitable material for liner is available Yes x No
IQPPsriORs ?a Sr SU IC/EN7" MArkRML )c—o L/NE,e , C'4XA- IWOSl' BE' 7-NAMEN 7zD
arlLIZE 8E57" AM MR/AL AOQ ZtNee. C�A�NK>'.e v 7D 141-4s7v A N v CLAY. ''"F
FO,e I/Ni'R -n5 S/*tT-� Sc>�7�dC.E ;59911- PAW 1 " G`�e/Zo�vFp F/laM Ea�.ZS
A RFAJ k!/T7l Zxu j7- VY6/d BrJLOay,
2. Explain hazards requiring special attention in design(seepage,spring, rock,etc.)
f fir 7 W 5Qe40A6& W,=P-D 'Ta PLr9N &7Tl M .rGEtJ. No ,101jEe THAV 7r 7
Zac ul GRouKm Lao&L
� 1;?- guat)E-yV ..
3. General Remarks: The soil borings for this investigation represent only that particular confined area. If during
construction,different materials are encountered, necessary modifications will be made in design. At the time of certifi-
cation,the waste treatment lagoon must meet all NRCS standards and specifications including liners, side slopes,
compaction,capacity and other requirements.
IDepth Boring Number
Ft. 11 12 13 14 15 16 17 18 19 20
0-1
1-2
2-3
3-4
4-5
5-6
6-7
7-8
8-9
9-10
10-11
11-12
12-13

LAGOON DESIGN
Operator:ARRON SMITH County: DUPLIN Date: 10/02/96
Distance to nearest residence (other than owner) : 1800. 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs l
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
3520 head (finishing only) x 135 lbs. - 475200 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 = 475200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 475200 lbs. ALW x Treatment Volume CF lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 475200 cubic feet
1-3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 119680. 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 342 . 0
Inside top width (feet) ---------------------- 300. 0
Top of dike elevation (feet) ----------------- 46.5
Bottom of lagoon elevation (feet) ------------ 32. 5
------- --------------
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 .0 336. 0 294 .0 13 . 0
AREA OF TOP
LENGTH * WIDTH =
336. 0 294 . 0 98784 (AREA OF TOP) ,
AREA OF BOTTOM
LENGTH * WIDTH =
258.0 216. 0 55728 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
297. 0 255.0 302940 (AREA OF MIDSECTION * 4)
CU. FT. AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMU * DEPTH/6
98784 .0 302940. 0 55728. 0 2.2
Total Designed Volume Available = 991146 CU. FT.
r

�. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
342 .0 300. 0 102600.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 102600. 0 square feet
Design temporary storage period to be 180 days.
15A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 475200 lbs. ALW/135 lbs. ALW * 1.37 gal/day Y 180 days
Volume = 868032 gals. or 116047. 1 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 = 3168.0 gallons/day * 180 days storage/7.48 gallons
Volume = 76235.3 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest est amount.
180 days excess rainfall = 7. 0 inches
Volume = 7.0 in *
DA / 12 inches per foot
Volume = 59850. 0 cubic feet

I
I
15D. Volume of 25 year - 24 hour storm
Volume = 15.0 inches / 12 inches per foot * DA
Volume - 128250.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 116047 cubic feet
5B. 76235 cubic feet
5C. 59850 cubic feet
i 5D. 128250 cubic feet
TOTAL 380382 cubic feet
i
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation----======-
---- --_> 7 . 0 inches
25 year - 24 hour rainfall====-----=========> 15. 0 inches
Freeboard===================================> 1. 0 feet
i Side slopes=================================> 3 . 0 • 1
Inside top length=========--=======---==----> 342 . 0 feet
Inside top width============================> 300. 0 feet
Top of dike elevation=======================> 4.§,.5 feet
Bottom of lagoon elevation==================> 32 .5 feet
Total required volume=======================> 975262 cu. ft.
Actual design volume========================> 991146 cu. ft.
Seasonal high watertable-elevation (SHWT) ==>3995 3-9.9 feet ^rA
-
Stop pumping elev.- = -- _ => 4" feet
Must be > or = to the SHWT elev.===--=====>39A5 19-r feet M�
Must be > or = to min. req. treatment el.=> 38.5 feet
' Required minimum treatment volume____=======> 594880 cu. ft.
Volume at stop pumping elevation=-----==----> 594966 cu. ft.
Start pumping elev.===______________________> 44 .0 feet
Must be at bottom of^freeboard-& 25-yr. rainfall�-
Actual volume less 25 yr.- 24 hr. rainfall==> 862896 cu. ft.
Volume at start pumping elevation===========> 847182 cu. ft.
Required volume to be pumped================> 252132 cu. ft.
Actual volume planned to be pumped==========> 252216 cu. ft.
Min. thickness of soil liner when required==> 2 . 0 feet
7. DESIGNED BY: � �• APPROVED BY: /�r �a ,
—r&c H AMAA, sPe c 1 AQ5T
DATE: 1012_j9,(. DATE: so/3oj9lo
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
I

` _,rator:ARRON SMITH Count •
1 y DUPLIN Date. 10/02/96
5D. Volume of 25 year - 24 hour storm
Volume = 15.0 inches / 12 inches per foot * DA
Volume = 138060. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 116047 cubic feet
5B. 76235 cubic feet
5C. 64428 cubic feet
5D. 138060 cubic feet
TOTAL 394770 cubic feet
r
6. SUMMARY
Temporary storage period=====_______________> 180 days
Rainfall in excess of evaporation===========> 7. 0 inches
25 year - 24 hour rainfall==================> 15. 0 inches
Freeboard___________________________________> 1. 0 feet
Side slopes=================================> 3 . 0 : 1
Inside top length========------------------=> 354. 0 feet
Inside top width============================> 312 . 0 feet
Top of dike elevation=======================> 46. 5 feet
Bottom of lagoon elevation==================> 30.5 feet
Total required volume=======================> 989650 cu. ft.
Actual design volume========================> 1196370 cu. ft.
r Seasonal high watertable elevation (SHWT)===> 39. 0 feet
Stop pumping elev.==========------=-----====> 41. 1 feet
Must be > or = to the SHWT elev.===------=> 39. 0 feet
Must be > or = to min. req. treatment el.=> 36. 5 feet
Required minimum treatment volume===========> 594880 cu. ft.
Volume at stop pumping elevation============> 767934 cu. ft.
Start pumping elev.=________________________> 44 . 0 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 1058310 cu. ft.
Volume at start pumping elevation===========> 1041012 cu. ft.
Required volume to be pumped================> 256710 cu. ft.
Actual volume planned to be pumped==========> 273078 cu. ft.
Min. thickness of soil liner when required==> -2 . 3 f^^t IllIA
r7. DESIGNED BY: APPROVED BY:
-r�cKKkCA L_ i5Wcv %+4fr —
DATE: je j219 L DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: .4Aa-co.4 4-wase A+va )CoMPJT-4TioNS
k�6vME by14taelQ = 1,196,37o ax.4-4- 7zV5,0.L L,3•� /N�k�
9Q�j/4L Ca•� /3av X •zs }c 3$� 27=¢2/ Cc.c• OW
27

U. S. Department of Agriculture NC-ENG-34
Soil Conservation Service September 1980
HAZARD CLASSIFICATION DATA SHEET FOR S
Landowner 4,eog TMrrN County
Community or Group No. Conservation Plan No.
Estimated Depth of Water to Top of Dam 6. -0 Ft. Length of Flood Pool -- Ft.
AN6.&eb-iz W7 DAM
Date of Field Hazard Investigation 9//c/9ir, _.
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam failure.
Est. ETev. :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.
• . ht RJR
1 ano
1,l�eaoaL4K� : J{�oKE :7b7� 1,7Sn9�; Ts KE 4&dS4•4
2 . boa .�_/ •
A10NE : -
3
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach g SiinnFN FAiI IIRF nF SjRllrTURF WILL N^.T ENDANGER___—
LIFE OR DAMAGE PUBLIC TRANSPORTA I ON. TnK, ESTi,Y4rF� Dysn4n cc 7a �vQ 4c l�oav
Hazard Classification of BM b, c) (see NEM-Part 520.21) A
SPA
4= Classification (I, II , IV V)
By , esv`,cce Cs• scH S4E'c• Date 9/�o/9.49
name (title) C4,ezocc•s
Concurred By Date ,0.4_go/9G
name (title)
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

i
I KEEP THIS WITH YOUR CERTIFICATION AND OTHER WASTE
MANAGEMENT RECORDS
Before the end of 1996, all Carroll's company farms and grower
I farms will have a new addition in their waste treatment lagoons
a LIQUID LEVEL INDICATOR. Though simple in design, this tool
will go a long way in assisting all of us to better manage the
Iliquid level in our lagoons.
In order to complete the project this summer, Bruce Jones has
I been contracted by Carroll's Foods to install indicators on
grower farms. Using survey equipment and a boat, Bruce will
determine the lowest point on each dike and set the indicators at
the correct elevation. The indicators will be located in the
most visible area of the lagoon and close to the irrigation pump
if possible. Each indicator will serve the following purposes:
I 1. SHOW THE MAXIMUM LIQUID LEVEL (this is the top pipe and is
located below the 1 foot freeboard and 25 year 24 hour storm) .
The newer indicators are painted red down to the maximum
I liquid level. If the liquid is in the RED, the farm is out of
compliance.
2 . SHOW THE HALFWAY POINT (this is the middle pipe and is 1 foot
below the maximum level and 1 foot above the minimum or stop
pumping level) . Waste management operators are encouraged to
utilize this level for pumping during the spring and summer
' months. This will allow extra storage for periods of wet
weather or extremely heavy rains.
3 . SHOW THE MINIMUM LEVEL (stop pumping) . This pipe will be 2
' feet below the start pumping elevation for most lagoons.
Irrigating below this level will reduce waste treatment
and can result in odors and less breakdown of solids. It is
I strongly recommended that all farms be at this level when
going into the winter months.
' Like many other management tools, the liquid level indicator is
no better than the person who uses it. If even one spill can be
prevented, this effort will be worthwhile for the industry.
1
' MAXIMUM LIQUID LEVEL START PUMPING
' HALFWAY LIQUID LEVEL USE THIS LEVEL FOR BEST MANAGEMEN=
D MINIMUM LIQUID LEVEL STOP PUMPING

. IC)) f wAi78
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fr
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,' :. 413.3

S �` t ` a i i ,� t• i �
TYPICAL CRC. �S-SECTION
Single Stage Lagoon - Pit Recharge Design
-D-)QL,�( County, NC
ARROW SM[YN
Settled Top Dam Elev.
Add 5% Settlement
Constructed Top Dam
Swine Confinement Total Design Storage Elev. .s
Building -
invert Outlet Pipe Elev. Q
Stop Pump Elev. 41. 1
Bottom Elev, 3x.5 121�
Finlshed Floor Efev.
•4 I
5i.6 Si.s a Sump
Top pad Elev. 5C- S3
AIL
S" Pipe s°' /%
Invert Elev.
Support postI
Nakur 13-a ft.
al Ground,
2 o FT. - DESIGN MIN. CLAY LINER THICKNESS CID
I L
I Core
areas of unsuitable material encountered during p6nstruction 4 1> Trench'
of lagoon slopes and boltom will be excavated below grade (for co
the minirnum clay liner thickness), backfilled (with approved soil
material) & compacted (to clay liner construction specifications • Remove overburden maleriai and
in design).....see soils investigation i eslablish embankment/core on firm
soil material....see soils investigation
r��X.t�3c.E t'z,'E •ro Q� Elzrnc4ti�+9 `ta qe.� dur��T Ps,�Es
Zn1 I.AGaaN R.noiton, MRCS (2195)
NS EXTGniD TNTO W A[�R &-Ld W STd e Pu .,n�7VG
L:t_6V q-R7N of
4t•i .

,q i m m i
Propasad
Exst•ing.................................................................. .. ......_..... .............._...............................................................................
. ....
Balanced
45.00 .................................................................................................................................................... ...........................................................................................
t....................................... �.......... ........
i .
i
i
40.00 ...............................................................................................................................................................i.................................................................................... ..... ...............!............................... t.............................
i
i
i
.................................................................... ...............................!......................i.............
30.00
(296.03p61.26) <601.63> (300.91 662.97)
AARON SMITH: 3620 HEAD FINISHING 02 OCT 98 1:30 PM

3T.18
....................... .................................................................................. 4 .60
46Y6@....................................................................................
E32r5g......................................................... 32.00
32Y66.....-•............ ....................... ......... 32 6�
4't:$$.................................................................................. .6A
?....4; : ............................................................................................
4.68 4 Be
.. .............................................................
Base
C o �
SE ,a
'6?
• F ter
AARON SMITH: 3520 HEAD FINISHING: Balanced 02 OCT 96 1:31 PM

ssssss I 'm 0 UUMSls . W 'W
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Daglight meter
Plot of the contour data for the surface:
Proposed
Project:
Drawing: AARON SMITH wuP
Number;
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared keg: -sing Sitework

MAPS

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36.0 . `h %r CARROLL'S FOODS, INC.
WARSAW NC 28398
oil - -• -_ I / ',/ •Albertson •
-` ' -•- — ' / + `. dWt Education Cet Project: VJA9-M MAN r-LA I4
Drawing: uses -Mvo MAP r
-,a•
-_� / ti _ Location: b(Jpc-,µ p„"1-4
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-- - Owner: AAkaA SM-r vli
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CARROLL'S FOODS, INC.
��i fssn"�>yak-�•Y�ti � .. ,, � �;.:� ..�+r a _. -
WARSAW, NC 28398
� •'w • .
wing: NR<s 'SOILS MAP
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?� CARROLL'S FOODS, INC.
WARSAW NC 28398
y ( t X Project: W,,,,-E MAHA6EMMMT VC.AF4
Drawing: Arcs 'ry^ay MAP
Location: D,.,ac.JK OwK"
<� Engineer:
Owner: /DAeBrt s'MR-4
Scale: I„_�.
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NATIONAL WETLANDS INVENTORY
UNITED STATES DEPARTMENT OF THE INTERIOR
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NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC_NMP
Field Background Information
Field Name: SA 713 -j_Y
Soil Map Unit: BLANTON 0-8
Total ASCS Acres:
Total Useable Acres: 8.52
Soil Sampling Date <ENTER>
Soil Test Class
Soil Test Results:
pH Acid CEC %BS 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 : 1.0
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 :7/24/1997

NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC_NMP
Field Background Information
Field Name: T 71324 F 1-5
Soil Map Unit: AUTRYVILLE 0-8
Total ASCS Acres:
Total Useable Acres: 14.41
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 : 1.3
Maximum Irrigation Rate - inches perhour : 0.60
-
Maximum Amount per Irrigation Event inches. .72
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 S and
without warranty as to performance.
Printed :7/24/1997

NORTH CAROLINA COOPERATIVE EXTENSION SERVICE - NC_NMP
Field Background Information
Field Name: 7 713;Y 6
Soil Map Unit: PACTOLUS 0-8
Total ASCS Acres:
Total Useable Acres:
Soil Sampling Date <ENTER>
Soil Test Class
Soil Test Results:
pH Acid CEC CBS P-I K-I Cad Mgt Mm-I Zn-I Cu-I
Field Irrigation Information
Average Soil Depth : 3.0+
Available Water Holding Capacity - 1.5feet : 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 :7/24/1997

EMERGENCY ACTION PLAN
PHONE NI IMRFR S
DWQ 910 -395-- 3gOO
EMERGENCY MANAGEMENT SYSTEM
SWCD 910- a g 6, -aIaO
NRCS q10-a96 - Agal
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 flows 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 caused 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:
1 December 18, 1996

a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowi;
a. Dig a small sump or ditch away from the embankment to catch all seepage,put
in a submersible pump, and pump back to the lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom
as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury,fish kills,or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours,call your DWQ(Division of Water Quality)regional office;
Phone - - . After hours,emergency number. 919-733-3942. Your phone call
should include:your name, facility,telephone number,the details of the incident from item
2 above,the exact location of the facility,the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have been under taken,and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES,phone number - - , local SWCD office phone number - - ,and
local NRCS office for advice/technical assistance phone number - -
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
2 December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name: 'r%`'``'�� SeS �•
b. Contractors Address: l c S A Pink HI N 'N`'
c. Contractors Phone: L,'Z-5b6- L(`Fg'
6. Contact the technical specialist who certified the lagoon(MRCS,Consulting Engineer, etc.
a. Name: �,.• ;r��4- S� �C��,� l�. - �i e,,o t<,e"e-J4
b. Phone: L 52- "R - ;k-6 48
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.
3 December 18, 1996

1
' C •1
OPERATION & MAINI`ENANCE PLAN
Proper lagoon liquid 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 the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is 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
irrigate 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 fertilizer 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 AM -�`
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

1
.r •
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 of 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
unddrtaking 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 rumps
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 or 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

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 inflow 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 occour 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.

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 lever (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.
Do not pump the lagoon liquid level lower that 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.
Niaintain 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:

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 phosphores, 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.
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.

(rs, 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.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liquid Svstems
Flush Gutters 0 Accumulation of Solids Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
9" Remove bridging of accumulated solids at discharge
Lagoons and Pits • Crusted Solids Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6-8 inches
over more than 30%of surface.
Excessive Vegetative • Decaying vegetation O""'Maintain vegetative control along banks of lagoons
Growth and other impoundments to prevent accumulation of
decaying vegetative matter along waters edge on
impoundment's perimeter.
nry Qvctpmc
Feeders • Feed Spillage O Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the accumulation
[7 (
2 decayinga�vastage.
can 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 residues O Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for
brewer's grain and similar high moisture grain
Opr and remove or breakup accumulated
solids in filter strips around feed storage as needed.
AMIC- November 11, 1996,Page 1

Source Cause BMPs to Minimize Insects Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes 0 Eliminate low areas that trap moisture along fences
and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
0 Maintain fence rows and filter strips around
animal holding areas to minimize accumulations
of wastes(i.e.inspect for and remove or break up
accumulated solids as needed.
Dry Manure Handling 0 Accumulations of animal wastes 0 Remove spillage on a routine basis(e.g.,7-10 day
Systems interval during summer; 15-30 day interval during
winter)where manure is loaded for land application
0 96W29#adequate drainage around manure
stockpiles.
O Inspect for an remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed.
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University, Raleigh,NC
27695-7613
AMIC- November 11, 1996,Page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine Production a—/Vegetative or wooded buffers;
(9Recommended best management practices;
IR///Good judgement and common sense
Animal body surfaces • Dirty manure-covered animals 2""Dry floors
Floor surfaces • Wet manure-covered floors Mr"Slotted floors;
2"'Waterers located over slotted floors;
O Feeders at high end of solid floors;
01"Scrape manure buildup from floors;
2"'Underfloor ventilation for drying
Manure collection pits • Urine; C3 Frequent manure removal by flush,pit recharge, or
Partial microbial decomposition scrape;
CT-Underfloor ventilation
Ventilation exhaust fans • Volatile gases; ( Fan maintenance;
• Dust 0'*�Efficient air movement
Indoor surfaces • Dust 01"'Washdown between groups of animals;
O Feed additives;
O Feed covers;
O Feed delivery downspout extenders to feeder
co vers
Flush tanks • Agitation of recycled lagoon liquid O Flush tank covers;
while tanks are filling 13 Extend fil l to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon liquid O Extend recharge lines to near bottom of pits with
while pits are filling anti-siphon vents
Lift stations • Agitation during sump tank filling O Sump tank covers
and drawdown
AMOC-November 11, 1996,Page 3

Source Cause BMPs to Minimize Odor Site Specific Practices
Outside drain collection or 0 Agitation during wastewater O Box covers
junction boxes conveyance
End of drainpipes at lagoon • Agitation during wastewater ❑ Extend discharge point of pipes underneath
conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emission; LSD Proper lagoon liquid capacity;
• Biological mixing; Or" Correct lagoon startup procedures;
• Agitation E/Minimum surface area-to-volume ratio;
C� Minimum agitation when pumping:
O Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler nozzles • High pressure agitation; a--l—irrieate on dry days with little or no wind:
• Wind drift &"-Minimum recommended onerating pressure:
Pump intake near lagoon liouid surface:
❑ Pump from second stage lagoon
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading:
surface • Mixing while filling; O Tank covers:
• Agitation when emptying O Basin surface mats of solids:
❑ Proven biological additives or oxidant
Settling basin surface • Partial microbial decomposition; O Extend drainpipe outlets underneath liquid level;
• Mixing while filling;
❑ Remove settled solids reeularly
• Agitation when emptying
Manure,slurry or sludge • Agitation when spreading; /Soil injection of slurry/sludges;
spreader outlets • Volatile gas emissions M Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered manure,slurry • Volatile gas emissions while R"'� Soil injection of slurry/sludges;
or sludge on field surfaces drying rT"' Soil incorporation within 48 hrs.;
PK Spread in thin uniform lavers for rapid drying:
❑ Proven hioingical additives or oxidants
Dead animals • Carcass decomposition ❑ Proper disposition of carcasses
AMOC-November 11, 1996,Page 4

Source Cause BMPs to Minimize Odor Site Specific Practices
Dead animal disposal pits • Carcass decomposition rl Complete covering of carcasses in burial pits;
rl Proper location/construction of disposal pits
Incinerators • Incomplete combustion rl Secondary stack burners
Standing water around • Improper drainage; R�G rade and landscape such that water drains away
facilities • Microbial decomposition of from facilities
organic matter
Mud tracked onto public • Poorly maintained access roads Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management;.0200 RuleBMP Packet NCSU,County Extension Center
Swine Production Farm Potential Odor Sources and Remedies;EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;EBAE 103-88 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assurance Program:NPPC Manual NC Pork Producers Assoc.
Options for Managing Odor;a report from the Swine Odor Task Force NCSU-Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies;PRO107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC-November 11, 1996,Page 5