310502_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 aU information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 13 -0502 Certificate Of Coverage Number: AWS310502
2. Facility Name: Whitney Farm&Earnest R.Kennedy r�Faim ;
3. Landowner's Name(same as on the Waste Management Plan): Earnest R Kennedy
4. Landowner's Mailing Address: 116 Church Rd
City: Pink Hill State: NC Zip: 28572-7536
Telephone Number: 910-298-5347 Ext. E-mail:
7y'1
5. Facility's Physical Address: :_ d Kennedv Ln
City: Pink Hill State: NC Zip: 28572
6. County where Facility is located: Duplin
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"): Murphy-Brown LLC
10. Operator Name(OIC): Earnest R.Kennedy Phone No.: 910-298-5347 OIC#: 17234
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 2,424
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)
RKI CIa of G Z7S 19.00
RK2 / 42Z O o 19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to.the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewal a@ncdenr gov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or .certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation`,signature should be by a principal executive officer of the corporation):
Name: drneAt i'C eelilleAf Title: OWAer
Signature: Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWALSTATE 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
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
aA 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.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture& Consumer Services (G.S. 106-549.70).
QAny method which, in the professional opinioniof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
❑ Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner anager Date
3- l4f -l9
Signature of Technical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
04-18-2011
This plan has been prepared for: This plan has been developed by:
Earnest R Kennedy(Whitney Farm) 31-502 Ronnie G. Kennedy Jr.
Earnest R Kennedy Agriment Services, Inc.
116 Church Rd. PO Box 1096
Pink Hill, NC 28572 Beulaville, NC 28518
910-298-5347 252-568-26
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.
&==4 �
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 By:
echnical Specialist Signature ate
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403974 Database Version 3.1 Date Printed: 04-18-2011 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 2,247,048 gals/year by a 2,424
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 5175
Incorporated 8888
Injected 9788
Irrigated 5625
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied Obs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 5,625 5801 -176 2,317,258 -70,210
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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.
403974 Database Version 3.1 Date Printed: 04-18-2011 Source Page 1 of 1

t
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
6196 4 1.53 1.53 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
6196 HW 1.00 1.00 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
71203 1 7.49 7.49 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
71203 2 6.56 6.56 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
71203 3 6.17 6.17 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
PLAN TOTALS: 22.75 22.75
LI Potential Leaching Technical Gu_iclance.
<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
nine.
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 Buffer(391).
403974 Database Version 3.1 Date Printed 4/18/2011
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 wil I 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 Comm. Res. Manure Liquid Solid Liquid Solid
PA Fen. (Ibs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
Qbs/A) (lbs/A) (lbs/A)
Source Total Use. APplic. Applic. 1000
Tract Field In Soil Series Acres Acres Crop RYE Period N N N Metlud N gal/A Tons 1000 gals tons
6196 4 1 S7 Autryville 1.53 1.53 Small Grain Overseed 1.0 Tons 10/1-3/31 50 1 0 0 1 Irrig. 501 19.97 0.001 30.56 0.00
6196 4 S7 Autryville 1.53 1.53 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *205 0 0 Irrig. 205 81.89 0.00 125.29 0.00
6196 HW S7 Autryville 1.00 1.00 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 19.97 0.00
6196 HW S7 Autryville 1.00 1.00 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *205 0 0 Irrig. 205 81.89 0.00 8189 0.00
71203 1 S7 Aunyville 7.49 7.49 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 149.59 0.00
71203 1 1 S7 Autryville 1 7.49 7.49 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9130 *205 1 0 0 1 Irrig. 1 2051 81.89 0.00 613.32 0.00
71203 2 S7 Autryville 6.56 6.56 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 131.02 0.00
71203 2 S7 Autryville 6.56 6.56 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *205 0 0 brig. 205 81.89 0.00 537.17 0.00
71203 3 S7 Autryville 6.17 6.17 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 123.23 0.00
71203 3 S7 Autryville 6.17 6.17 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *205 0 0 brig. 205 81.891 0.00 505.23 0.00
Total Applied,1000 gallons 2,317.26
Total Produced,1000 gallons 2,247,05
Balance, 1000 gallons -7021
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.
403974 Database Version 3.1 Date Printed:4/18/2011 WUT Page 1(of 1
C � L.

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)
6196 4 Autryville 0.60 1.0
6196 HW Autryville 0.60 1.0
71203 1 Autryville 0.60 1.0
71203 2 jAutryville 0.60 1.0
71203 3 Autryville 0.60 1.0
403974 Database Version 3.1 Date Printed 4/18/2011 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 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
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge- Standard
Corn 120 bu 150 13.16 30.39 60.78 91.16
Hay 6 ton R.Y.E. 300 26.32 15.19 30.39 45.58
Soybean 40 bu 160 14.04 28.49 56.98 85.47
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403974 Database Version 3.1 Date Printed: 04-18-2011 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 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 e StoranCana-city
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 72
1 2 59
1 3 73
1 4 73
1 5 103
1 6 134
1 7 164
1 8 163
1 9 163
1 10 147
1 11 132
1 12 108
*Available Storage Capacity is calculated 70f the end of each month.
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403974 Database Version 3.1 Date Printed: 04-18-2011 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
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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403974 Database Version 3.1 Date Printed:4/18/2011 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.
S. 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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403974 Database Version 3.1 Date Printed:4/18/2011 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.
(RON 18. If animal production at the facility sus is to be ended or terminated the
p
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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403974 Database Version 3.1 Date Printed:4/18/2011 Specification Paize 3

o
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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403974 Database Version 3.1 Date Printed:4/18/2011 Specification Page 4

q • •
Crop Notes
The following crop note applies to field(s): 1,2,3,4,HW
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.
The following crop note applies to field(s): 1,2,3,4,HW
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.
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403974 Database Version 3.1 Date Printed: 04-18-2011 Crop Note Page 1 of 1

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Fxpos'ur� �• —•

h - y IRRIGATION SYSTEM DESIGNER
Name: wi 11 i am B Hall 441vt
Company: Mainor Tile & Irrigation, Inc.
Address: post Office Box 489 Wallace, NC 28466
Phone: [phone]'
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, 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 io determine all mainline and lateral pipe sizes.-
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7: Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV,Practice Code 430-DD.
i
NOTE: A buffer strip ;Q_feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per DEHNR-DEM Code Section 15A NCAC 2B .0200 -Waste Not Discharged to Surface
Waters. ,
i
Irrigation Parameters USDA-NRCS
October 1995 ,, page-5 North Carolina

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Ernest R. kennedv County: _nt,=i ;.,
Address: 116 .Church Road
Pink Hill .. N.C. 28572 Date: - 2 f619f
Telephone: ( 910 )-298-5347
TABLE 1 - Field Specifications '
Approximat4 Maximum
Maximum Maximum Application '
Useable Size
Field of Fleldl Application per Irrigation
Slope Rate Cycle,
Number= (acres) Soil Type (%) Crop(s) (in/hr) (inches) Comments
'712p3 1AUB I - I I 1 o.s 1
#2 7.46 I A U B 1 0-6 1 c6rol . eu I . 5 I •-.3-fr o•S-
G�q(o #4 1. 11 I AUB 1 0-5 1 Coastal I . 5
I 1 1 I I I
Z•.(rt8 Z 2 43.2 I AUB 1 0-6
I I I 1 I I 1
I I 1 I I 1
• 1 1 1 I I I
I ' I I •
. l I
'Table to be completed in its entirety by SWCD'Field Office personnel and forwarded to the irrigation system designer.
=See attached-map provided by the SWCD Field Office for field location(s).
,.: -Total field acreage minus required buffer areas.
'Refe'r to N.C. irrigation Guide, Field Office Technical Guide, Section 11 G. Annual application must not exceed the agronomic rates for the soil and crop used.
1 .
Irrigatl r Parameters
USDA-NRCS
Q 95 Fag°_� North Carolina

TABLE 2 .- Traveling Irrigation Gun Settings
(n 3Fpp c4'auv a s p
Ik �" .•. .. ..y. � r�� � ,''�r{ § *;c8'i r`3 is;. �' dr� f.J.
Make,Model and Type of Equipment:
T30A A -IZA 2L h• R961. -' e?-e
EQUIPMENT SETTINGS
Field Not Travel Application. TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate. Effective Effective Diameter Diameter Pressure Pressure Are
Hydrant No= (f/min) (Inthr) Width(R) Length(ft) (feet) (inches) Gun(pso @ Reel(psi) Pattern' Comments
— '
• � «
1 _ R I 3 , 331 ec,5 --7 2Y01 4 6 0 I121 1 4PT 3441
1- C 1 3.33[ .0.3 2401 660(501 315 1 1. 18 60 121 AiT •I
•34 7-40 1315 11 60 121 1 *00 1
1 .3 2*0 I I I121I ��• I
3-4A 1 3.331 -r .36 1 Q -tZ*d 480 I 315 I 1 J.18 I 60 ( 121 ( -TT • 1
tF 3-lA 1 3 . 331 ,36 1 -2-2"120( —5-74 C41rd I 315 I 1 . 18 6 0
I I 121 1--TT 340•I .
11so•cc 2 n o
1 I I I 11 I f I la!A ..�
1 1 .36 1 -2-242`-o1 760 1 315 I 1. 18 I 60 1 121 I -77340 1
2C 1 3 . 33 1 5-.36 1 --L2-tZ-I • 780 I 315 I 1. 18 • I 60 1 121 I -TT 3401
i 1 .34 1 1 I1 1 FtI6 QI121i s '1
4C 1 3.331 .3G •2-21 21�0 1 800 I 315 I 1 . 18 1 60 . 121 1-T-JP Pi:d°I
5C 1 3.331 ••--6 -3 1 42-12N1 800 j 315 11. 18 I 60 1 121 I�' 30' I
.36 1 I I I 1 1 i 3 °1
7C i 3. 331 -T.34. 2`2-t2f0l 510 ' 1 315 1 1. 18. 1 60 I 121 I-?T340°1
I3 331 a ,3G I 7-4"v r,4 o I I60. 19 , •1
9E i --- I -- I -- I -- I -- 1 -- I -- --
10E 1 3 .331 ,S-,3 1 •2-24 Z`�O1 420 j 315 1 1. 18 1 60 I 121 1 3 ' !
11E I 3. 331 ,f1-,36 1 11&1 390 ; 315 1 1. 18 1 60 1 121 I �PT 3 d D i
12F1 3.331 .ff. i 2-2-1 ViO1 400 1315 1 1. 18 I 60 I 121 11 T*T3VO 11 y
X 1 3 1 1 1 2 G 7 4�1_—I 1 I 1 1 f� I c e, 1 1 T�
'See attached map provided by the SWCD Field Office for field location(s).
=Show separate entries for each hydrant location in each field.
'Use 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 degree of arc in degrees.
Irrigation.Parameters USDA-MRCS
October 1996 •• page-2 North Carolln

s•;. x _Y TABLE 4 - Irrigation System Specifications �t
Traveling• Solid Sot
Irrigation Gun Irrigation
Flow Rate of Sprinkler(gpm) 225
Operating Pressure at Pump(psi) 136. 21
Design Precipltatlon Rate(Inlhr) I . 5
Hose Length(feet) 11 1 0 0 0 t XXXXXXXX _
Type of Speed Compensation m4 cha n i ca l 'I X.xy"XxX
Pump Type(PTO.Engine,Electric)
eiit ine dise4l ,
Pump Power Requirement(hp) ( 34 .05
I
TABLE 5 - Thrust Block Specifications'
De$igner may provide thrust block details on separate sheet.
THRUST BLOCK
LOCATION I AREA (sq.tt)
90•Bend I DK Q
Dead End 3.7
Tee ,7 s q
I
I
I
Ia
ISee USDA-NRCS Ficid Office Technical Guide,Section 1V,Practice Code 430-DD.
1
Irrigation Parameters USDA-MRCS
October 1995 ., page-4 North Carolina

Narrative of Irrigation System Operation
:Y y �,y. �.,y-., r5 ,1•}✓R r .a„�.rir r:
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.
We have 611 PV(1 TAne it--ayincy the - Inanon, going to field #1 with a hydrant,
Leaving field #1 going to field #3 with another hydrant. From each hydrant
6" aluminum pipe will be used for the reel setups. In field #2 T6182 all pipe
will be 6" aluminum. Ift startin2 up the system, make sure all air is out of the
pipe lines and reel before reaching operating PSI . It is most important to
bave the reel set up a the points shown on the drawing to maintain an
accurate distribution of the waste water.
In
/, - ` /G q/r /�k a/
Li
TB- Thrust Blocks
AA
Hydrants
pointsreel setyp
Irrigation Parameters USDA-NRCS
October 1995 ., page-6 North Carolina

PRODUCER CERTIFICATION OF IRRIGATION EQUIPMENT .: ;
�F. I, certify that I (own, have access to) the
(producer)
following irrigation equipment:
TYPE IRRIGATION AND SIZE - Ib0
AVAILABLE FROM [grn e f R. tSennr4k�
(owner of equipment)
I further certify that, through the arrangements I have made concerning irrigation equipment, I
will be able to irrigate as necessary according to my waste management plan.
Signature Date
(producer
PRODUCER CERTIFICATION OF INTENT TO PLANT GRASS FOR a>;
IRRIGATION
I• certify that I will plant the specified grasses
(producer)
as outlined in my waste management plan at the next available seeding date. If this seeding
date is in excess of 6 months from the date I stock animals, then I will provide a temporary
cover of small grain if needed for irrigation.
Signature Date
(producer)
v.
k,
�A r�
r yy'

pig
Zi
UNITED STATES NATURAL RESOURCES FEDERAL BLDG. , RM. 108
("VON DEPARTMENT OF CONSERVATION 134 NORTH JOHN STREET`'
AGRICULTURE SERVICE GOLDSBORO,. NC 27530 ;;;;'
919 - 734-0961
-------
SUBJECT: ENG - Animal Waste Dry Hydrant DATE: March 15, 1996`J'
Irrigation System
Ernest Kennedy, Duplin Co.
TO: Mike Sugg, DC FILE CODE: 210
Duplin County .
The attached dry hydrant irrigation system design for Mr. Ernest
Kennedy' s 2424 Feeder-Finish operation is approved. Please let me
know if can be of any further assistance.
Dean K. Bing/am
Supervisory Civil Engineer
Attachment
cc: Geno Kennedy
t
s
f
n l,
T

Ernest R. Kennedy •
116 Church Road _.
Pink Hill, NC 28572
(910 )-298-5347
Lane Nelson SR150 BigGun 1. 18 Ring Nozzle 60 PSI
Spacing 225 GPM 315' Diameter 75% of 315 = 236.25
Lane Spacing on 240'
Average I296.3 X 225 X 360 = 21667. 5 X 1.06 = .36
Applicn. 3. 14 ( .9 x 157.5)2 340 630922
Rate -
Travel 1.605 X 225 - 361. 12 = .4511 per_ S: �•60sX zzs {
Speed 3.33 240 7992 a.V5 x 2903
OR
2-1 kid
to U-
MainLine PR200 6" PVC @ 225 GPM .2 PSI per 100'
Loss 1180 ' @ .2 per 100 ' = 1180 X .2 = 2.36 PSI
6" Alum Tubing @ 225 GPM .2 per 100'
800' @ . 2 per 100' - 800 x .2 = 1. 60 PSI
T D H Sprinkler 60 PSI
Discharge Check valve 1. 7
,- 30' X 6" Suction Hose included 8' lift 3.49
PR 200 PVC Main• 1180 @ 225 GPM 2.36
800' Alum Tubing @ 225 GPM 1.60 ioa /.SO
1,000 ' X 3" Traveler Hose @ 225 GPM 61.0 �-fl.r.2aa16-fe
Elevation;.to Gun 61 ` /.
2.6
�. .,
»t
= -Field Elevation 8' 3.46 x
3
136.21 •�3j s
HC*M- 225 X 314 .65 = 70796.25 = 25.54 = 34 .05 or
Power 3960 . 70 2772 75 �- So ire
Needed
Thrust @ 200 PSI
Blocking 90° 7460X
6"X90° = 7460X 1.41 = 105186 = 5.26 sq ft '
2000
6"XTe�-o-T-4 6 0 -X . 7 0- 42 3.7 S.
Thrust Blocking chart enclosed and friction loss chart
for traveler hose.

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D%•ULHVILLM UUNL l'(AliULr,
' NORTH CAROLINA—DUPLIN CO. s�'�,� •
7.5 MINUTE SERIES (TOPOGRAPHIC) ,a`*0'
NE/4 KENANSVILLE 15' QUADRANULE �Q��
KIN$WN(VIA N.Q 11)35 KM 77°45'
•17'30" '46 =41 2 370 Q00 FEET PINK i#LL.6 K re' IPa 35'00'
JJ T' •
ry- 732 7 \ t0 y �•i�'�� 1 1. e` ¢e 1711
241
• E ='76
38.5 • '
3
o ,
3875
\, ,H 1hi
c 0 32.0 ��. ,i `
ev /} •// �355• •, �= FEET
I 1135 1 ,•1
t
1736240
•' E
111 •' � / � i
17 CONVERSION
SCALES
Cem .' o J �� ; L feet meters
Ch
•,• �� "12
- r •\ `- le000
Gum Brla.�
r 57'30"
• / � / 1:000 4000
•. u \��,Cem 1717 12000
y� •- lus
. .1: .
3500
1 + I ! 11000
1 ,Park �•- �•-�o `_ _� 1 ,.- � n — �+-` .._ .,,,' ':1;00—

LAGOON SITE SOILS INVESTIGATION
PROJECT: COUNTY:
fL z.,Flr
�CLD INVESTIGATION BY: DATE: = '`/7
SITE S KETC H
/ ( may= -
t
/ems
i
I I
4
BORING NUMBER AND PROFILE
DEPTH WT 11 DEPTH WT
d .1
] '1 � ?LAL! 1 !a�N y Sn� SAn•/; � y/� �i�if^G r! � Z
/' � Z;.jG•C /litowd 5�/M NV ,tvo-Tf. I
i
Z,'`' aK ���,•./ �•�1 7Ar 7 (�Fees s.
wMw.f✓�i .n �
�• � �•0•n@ AS 71 / I
BORING SAMPUNG METHOD: F 1 ,,4%f,4-rf„_ SIGNATURE:

Technical Specialist Certification J. .•�S a technical specialist deMenafed by the y'octh Caroliu:�:Soil.and Water Conservation Commission pursuant to l=A
NCaC 6i= .000�. I certify that the animal waste management system for the farm named above has an animal waste
manager:;nc plan that meets or exceeds standards and specifications of the Division of Environmental Management
(DENO as s-ecifizd in 15A ivCAC 2K.0217 and the USD.a-Natural Resources Conservation Se-vie." (NRCS) anchor the
Porch Caalina Soil and Wate; Conservation Commission pursuant to 15A NI CAC 2EL021/ and 15A NCaC 6F .0001-
.0005. The following elements are included in the plan as applicable. While each category designates a technical specialist
who may sign each certification(S0.SI•NVUP,RC. I), the technical specialist should only cerdi v puts for which they are
teehnie_11v competent.
II. Certification of Desig n
M.Col I ection. S torau. Treatment Svstem
Cheek tat_ appropriare box ( ,.
F •�'� 5o a ccr'i h e
Exiscine facility without retrofh (SD or %VUP)'.( o►c� 3 i . 7
Storage volume is adequate for operation cap-acitr,: storage capability consistent with waste utilization
NUMr-.MCEILS. '
Y i\ew. exnanded or recraruced facility (SD) Cr t- 4c% *31-%f
Animal waste storage and treatment structures. suO as but not limited to collecdoa %Stems, lagcow and ponds.
have been designed to ciect or e.ceed the minimum standards and specifications. � %J0111«111,i
,� C.e=unF u.A-r- 15, Fors euJ AWMPPvT U4&=cv f o�.1�y �`� CARQ,add o
Name of Technical:Specialist(Please.Pnnc):
.fii H2: on A �`. n Date Wort:Cc33roi
Address (A=eacy), .a R e-k-h l 2-845 Page
S1Qr12�',ra•
00 V#
��
or M
Site 8 Land Application S e ( vUP)ti ' %AsL 118,1111611 `'����
The pia_n provides for miniz-ium separations(buffers):adequate amount of land for wave utilization.chosen e:op is
s�u;=-ble For waste m anagertent:hydraulic and nutrient loading rates. I; q
r�t r' ba Or o. l O.v� p
Name of Technical Specialist(Please Print): }e e-
Ar_iriason. �(� k- otnoleted:
' �c�, � Date �►ti'or`-C
Address (? 2p y): '15 o Z Phone -No.: Z.�i—zc 1
• S NFfl In Ire• Dater1 -7
C) Runo Contrnls from Exterior Lots
Check rhel app:oonare box
Fuc,!icv wichouc excenor lots (SD or WUP or RC)
This foci icy does not con in any exterior lots.
=.1 Faci l i cv %vich exterior lots (RC)
�[esrc,,2 co minimize the run off of pollutants from lounging and heavy use.arers have l:e:n designed in
accorc!a.r.ce with technical standards developed by L+RCS.
Name of Tec,c nical Specialist Please Print): �e-
Aftiliadon2 �� Date Work,Comole!ed:
Address (a_t. -z. t
Rhine�o. t
` O
S i�:�ac;:re: . . .. Date:
WC -- Auk 1. 199, 3

r .
D). -�anlication and Handling_Eguipment
Clack the uppropriare IGo.r
�xittiti� nr Cxvnndin;ficility with existine wntte nynlicndnn eouinmem (WLT or 1)
Animal waste application equipment spec:itied in the.plan has been either tie!d calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as accessary to accommodate the
wa_sce management plan:(exitting,application equipment can cover the area rr:luimd by the plan at rates not to
exceed eithe: the spec?tied hydraulic or nutrient loading rates, a schedule for elating of applications has been
established: required buffers can be maintained and calibration and adjustment guid=c:are contained as part of
the plan).
:a `ewv e�-,nnnded or existing.Facility without existing wn�ste a_o, oticatinn equinment fir trnv urination. (n
Anima1 waste aippacation equipment specified in the plan has beta designed to apply haste as necessary to
accommodate the waste management plan: (proposed application equipment c:n cove:the area required by the
plats.ac rates not to exceed either the specified hydraulic or nutrient loading sates: a schedule for timing of
applications has been established: required buffers can be maintained: calibration and adjustment guidance are
contained as part of the plan).
:—I N*-ew, exc ended. nr existing facility without existing MUte appRention eauirment for hind snrending not using
:r+rn�• irrio 'on. (WLiP or I) . .
Animal waste applic_don equipment spe�citied in the plan has been selected to apply waste as necessary to
accommodate the waste management plan: (proposed application equipment�M..a core,.-the ana 2quiri by the
• plan ac rates not to exceed either the specified hydraulic or nutrient doadiag rates: a schedule for tming of
aoolicacions has been established: required buffers can be maintained: calibration lad adjusmtent guidance are
contained as part of the plan).
Technical.Specialist Please P-tint): 1 �
Name of T p ( .
.�:iili2tior. � Date Work-Conple�wd:
Address (�2e P hone 0.:7 -7
n Dace:ok-2 �9
Sieare-
_
E) Odo Control. nsect Control. cl►tortality 'Management and Emer2encv action Plan(SD.
Y. W7,IP. R or n
i ne .waste manage—ment plan for this facility includes a Waste - anagemenc Odcf Control Checuist. as Insect
:Control Cttecllist-a ltorslity Management Checklist and an Emergency-�caon P:aa. Sources of both odors and
insets have been evahated with respect to this site and Best `tnagement Pr:c::cs w tifiutimizC Odors and Best
`•tanasemem Practic:s to Control Insects have been selected and included in th.e waste mina-Scm nt plan. Both the
Tort -Iicy ti•tanagemeat Plan and the Emergency. Action Plan are complete and can be implemented by this facility-
N.am e of Tecbnical Specialist(Plisse Print):
W.Q S z-k,�e-e.
Ai'iiLauon Dace Woe:Completed:
. cidress (Ace Phone No.:
S i L
F) Wt hate octice of a%v or Exnandine Swine Farm
The follo% , s oti cure Iocl is only to be used for new or expanding swine farms that begin construction after June
21, 1996. the facility Pbuilt before June 21. 1996, when was it constructed or last
expanded 19'1 a
I(eve) cx i:fy iliac I(we)have attempted to contact by certified mail all adjoining proper y ownen and all property owners
who oG:t property located ac:oss a public road.street,or highway from this new or expanding suine'farm. The notice was
in compliance with the requiremeats of YCGS 106-305. A copy of the notice and a.lisc of the.0 Fe.. o«•ners notified is
attactle+. .
Name of Land Otivner:
Signature• 71 Date:
tame of Nfanager(if difi"'nc from owner):;
Si�nature:
Data:
%VC -- Au"t 1. 19973

ill. Certification of Installation
A) Collection. Storage.Treatment Installation
New. exoanded or retrotitted facility (SI)
Animal waste storage and treatment structures. such as but not limited to la arid ponds•have bean instilled
in accordance with the approved plan to me-t or exceed the minimum standards.rid Specificscons.
For esisang faeilides without retro tts, no Bert tcation is ne��i�. . oll,,�
V TA vs Cao.•nFtc-At1aa is � IZZTWPI l.A owl y. %�
rr Assam'6 Se C"Seq�:,.Q4�''ES�'"' �• '%
:tame.of Tech nical*Specialist(Please Print): �-
Aftiliado•n '����
D'3[e tiVOCh£u fete :'
Address (Aa_encv)• �lon 7 Z-
Siensture— - DI.e'I `
B) Land Aoolication Site (NNIT)
Check- the anpropriare bo.r
The cropping system is in place on all lLnd as specitied in the animal ct-asce management plan.
Z) Conditional Approval: all required land as specified in the plan is cleared for planting:Ott cropping syste.^i
as soecifie3'in thhe xasEe utilizadoC lan has not been established and'the owcner has committed to establish the
vegetation as specsad in the plan by (month/da}•lye=,•): Le proposed cover crop is
appropriate for compliance with the wasteudlization plan.
Also chec� this box if aoorooriate
if the cropoinQ system as specified in the plan cannot be established on r..vlv c!=.d Land within 30 days
of this ce dfication.the owner has committed to establish an interim crop for e:�sion control:
lame of Technical Specialist(Please Print): jA�\ w �`�
AfMIacion YY` Date Work C&L ole:ed:
Address (Agent P,Ior:e:.o.:
S ivnature: DatL: /a//0/2
y
This folio in;sign turn block is only to be used when the box for conditional approval in III. B
above h been che' 'ed.
I (we) c:e:dfv that I(we)have committed to establish the cropping sys:e:n as specified in m1(our)«caste utilization plan.
and if appropriate to establish the incenin crop for erosion control. and«11l submit to DELI a ve^citation of completion
from a Technical Specialist within l:calendar days following the ante specified in the condidunl Certification. I(we)
realize tl+a c failure to subtric this verification is a violation of the w.ste management plan and will subjc-a In (us) to an
enforcement action from DELI.
i~acne of Land Owner:
S i c7na tore: Date:
-ame of-Manager(if different from owner):
OWN Signature: _ _ Date:
WC -- Au^ust 1. 199

Q Rti-noff Controls from Exterior Lots (RC)
Facility with exterior lets
• ` eaio is to minimize die ruri off of poll6tancs:frdcn IoUnging'.and heavy use areas ham be_a installed as specified
in the plan.
For facilities without exterior lots, no-certification is necessary.
Name of Technical Specialist(Please Print):
Atiiliar;on Date Work Como leted:
Address (Agency): Phone No
S igriacure: Data:
D) Apolication and Handling Eouioment Installation (WUP or I)
Clrec.e rite aojxoprrare Clock
,animal waste application and handling equipment specirted in the plan is oa site and ready for use;
calibration and adjustment materials have been provided to the owners and are contained as part of the plan.
�J animal waste application and handling equipment specified in the plan has an*_a iastallcd but the owner
has proposed leasing or third party application and has provided a signed contract:equipment specified in
the contract agrees %vita the requirements of the plan: required buffers ran be maintained: calibration and
adjustment guidance have been provided to the owners and are contained a;past of the plan.
_: Conditional approval: Animal waste application and handling equipment scecified in the plan has
been purchased and will•be on site and installed by (ctoatlday/rar)-, the b;-%v is adequate
storage co,.hall the %%ante until..the equipmenc'is installeii and until the aas;e c= be Land applied in
accordance.with the Copping system contained in the plan; and caiibradoa ar.L adjusane^t guidance have
been provided to the owners and are contained as part of the plan.
Name of Technical Specialist(Please Print):Q EL!, �� �ee1L
Aff=liat:on YVZ
s4•� Date Work Comolewd:
Address (:fig
Ot Phone.tin.?
Sisnat*�r%: Date:: �
yr e
The fo.Ilo�..'na sianai
e block is only to be used when the box for conditional approval in III D
above h been thend.
I (we) ce,ui ! that I (whave committed to purchase the animal waste application a.^.d ►I andling equipment as
specirie:t in my (our) waste management plan and will submit to DEM a verification of de!iver;►• and installation
�-�r �dsc dati s foilo�yina the date specified is the conditional c.:titication. .I
fTorn a T e,hnical•Specialist witbia 15 calendar _
(%ve) realize that &lure to submit this verification is a violation of the waste managernent plan and will subject the
(us) to as enforcement action tom DE:.M.
.Name of Land Owner:
Sicynature: Date:
zr
Name of 1►Ianacrer (if different from owner):
Sirynature: Date: —
E) Odor Control. Insect Control and 1�IoetaIitti• 1►iana-zement (SD. SI.titiVF.RC or I)
Mete ieds to control odors and insects as specified in the Plan have been installed and are openational. Tne
mort:i ity management system as specified in the Plaa has also been installed and is ocenticn:d.
Name of Technical Specialist(Pleas tint): -------
Attdiec:on �� Date Work Completed: —
Phone L
Addiness (Age. Date: �wt �?�
Sinn•,.,,-�-
AN VC -- A .,cut 1, t'ly7 �

Grower. Earnest Kennedy Designed By: JHD
Address: 116 Church Rd. Checked By: JNT
Pink Hill, NC 28572 Date: 05/26/97
oun : Du lin Sheet 1 of 7
ANAEROBIC WASTE LAGOON DESIGN
FARM INFORMATION
Farm Population:
Nursery: ——————————————————— 0
Finishing: ——————————————————— 1200 Hd.
Farrow to weanling: ——————————————————— 0
Farrow to feeder: ——————————————————— 0
Farrow to finish: ——————————————————— 0
Boars: ——————————————————— 0
Storage Period: ——————————————————— 180Days
25 Yr. /24 Hr Storm Event ——————————————————— 7.5 In.
"Heavy Rain' Factor Not Applicable
Rainfall in Excess of Evaporation ——————————————————— 7.0 In.
Additional Water Usage: ——————————————————— 0
Additional Drainage Area ——————————————————— 0
LAGOON INFORMATION ~
Is Lagoon Designed as an Irregular Shape? (Y/N) ——————————Y
Does Operator Want Emergency Spillway? (Y/N) ——————--——N
Is This Design for an Existing Farm? (Y/N) ——————————Y
Is Drain Tile Req'd to Lower S HWT? (Y/N) ——————————N
easonal High Water Table Elev: ——————————————————— 98.00 Ft
Freeboard: ——————————————————— 1.0 Ft
Emergency Spillway Flow Depth: Not Applicable
Top of Storm/Spillway Buffer: Not Applicable
Side Slopes: ——————————————————— 3 :1 (H:V)
Top of Dike Elevation: ——————————————————— 102.60 Ft
Finished Bottom Elevation: ——————————————————— 92.10 Ft
Start Pump Elevation: ——————————————————— 100.80 Ft
Stop Pump Elevation: —————————————————— 98.30 Ft.
LAGOON VOLUME REQUIREDVOL. DESIGN VOLUMES % REQ'D.
Storm Stor = 28922 (Cu.Ft.) 34,073 (Cu.Ft.) 117.81%
Temporary= 92545 (Cu.Ft.) 95,276 (Cu.Ft.) 10295%
Permanent= 162000 (Cu.Ft.) 172,308 (Cu.Ft.) 106.36%
Total Volume = 283,466 (Cu.Ft.) 301,657 (Cu.Ft.) 106.42%
Min. Required Liner Thickness ——————————————————— 1.5 Ft
goon Surface Area: (Inside TOD) ----——————————————— 46,275 S.F.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

Grower: Earnest Kennedy Designed By: JHD
Address: 116 Church Rd. Checked By: JNT
Pink Hill, NC 28572 Date: 05/26/97
Coun : Du lin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
LAGOON STAGE-AREA VOLUMES
Contour
Elevation (FT.) Area SF Incr. Vol. (Cu. FT) Cumul. Vol. (Cu. FTC
92.10 219004
93.00 22,853 19,736 19,736
94.00 24,979 23,916 439652
95.00 279178 261079 69,730
96.00 29,450 28,314 98,044
97.00 31,795 30,623 128,667
98.00 34,213 33,004 1613671
99.00 361704 35,459 197,129
100.00 39,268 37,986 235,115
101.00 41,905 40,587 275,702
10200 44,614 43,260 3181961
10260 461275 27,267 346,228
These volumes were calculated using the vertical average end area method.
T TA RE D VOLUME: 283,466 F-• CUMULATIVE VOL ZONE VOL 106.42%
END PUMP = = = _ > 98.30 FT 172,308 CF TR'MT 172,308 106.36%
START PUMP = _ _ > 100.80 FT 267,584 CF TEMP 95,276 10295%
MAX STORAGE _ _ > 101.60 FT 301,657 CF STORMI 34 073 117.81%
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

T
r. Earnest Kennedy Designed By: JHD
ss: 116 Church Rd. Checked By: JNT
Pink Hill, NC 28572 Date: 05/26/97
: Du lin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
'Animal Type Capacity * ALW * cu.ft. lb = Total
Nursery 0 30 1.00 0
Finishing 11200 135 1.00 162,000
Farrow to weanling 0 433 1.00 0
Farrow to feeder 0 522 1.00 0
Farrow to finish 0 11417 1.00 0
Boars 01 400 1.001 0
Total Required Treatment Volume(cu. ft.)= 162,000
Sludge rage Volume:
Animal TVPe Capacity * ALW * cu.ft. Ib = Total
Nursery 0 30 0.00 0
Finishing 19200 135 0.00 0
Farrow to weanling 0 433 0.00 0
Farrow to feeder 0 522 0.00 0
Farrow to finish 0 1,417 0.00 0
Boars 0 400 0.000 0
Total Required Sludge Storage Volume(cu. ft.)= 0
Temporary Storage Volume:
Manure Production:
Animal e Capacity * Sto. Period (gals/1-1d./day) = ota
Nursery 0 180 0.30 0
Finishing 11200 180 1.37 295,920
Farrow to weanling 0 180 4.39 0
Farrow to feeder 0 180 5.30 0
Farrow to finish 0 180 14.38 0
Boars 0 180 4.06 0
Total Manure Production(gals.)= 2950920
Total Manure Production(cu.ft.)= 399561
Excess Fresh Water:
Animal Type Ca aci * Sto. Period * als Hd. da = Tota
Nursery 0 180 0.20 0
Finishing 11200 180 0.90 1949400
Farrow to weanling 0 180 2.90 0
Farrow to feeder 0 180 3.50 0
Farrow to finish 0 180 9.50 0
Boars 0 180 2.70 0
Total Fresh Water Excess (gals.)= 1949400
Total Fresh Water Excess (cu.ft.)= 25,989
Murphy Family Farms Engineering P.O. Box 759,Rose Hill NC 28458 [phone]

:dd
er. Earnest Kennedy Designed By: JHD
ss: 116 Church Rd. Checked By: JNT
Pink Hill, NC 28572 Date: 05/26/97
: Du lin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (46275 sq.ft. + 0 sq.ft) * 7 in. /12 in./ft
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 269994
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (46275 sq.ft + 0 sq.ft) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft)= 289922
Heavy Rain'Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (46275 sq.ft + 0 sq.ft) * 0.0 in. /12 in./ft.
Total Required Volume for 'Heavy Rain' (cu.ft.) _ 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. /24 Hr. Storm + "Heavy Rain") = 28,922 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) = 92,545 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 162,000 (CU.FT)
TOTAL REQUIREDVOLUME= 283466 (CU.FT.)
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

Tr. Earnest Kennedy Designed By: JHD
ss: 116 Church Rd. Checked By: JNT
Pink Hill, NC 28572 Date: 05/26/97
: Du lin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation ------------------- 1OZ60 FT.
Emergency Spillway Crest Elevation------------------- Not Applicable
Top of 25 yr/24 hr Storm Storage ------------------- 101.60 FT.
Top of Heavy Rain'Storage ------------------- Not Applicable
Start Pump Elevation ------------------- 100.80 FT.
End Pump Elevation ------------------- 98.30 FT.
Top of Sludge Storage ------------------- Not Applicable
Seasonal High Watertable Elev. ------------------- 98.00 FT.
Finished Bottom Elevation ------------------- 92.10 FT.
Inside Top Length ------------------- Not Applicable
Inside Top Width ------------------- Not Applicable
Side Slopes ------------------- " 3:1 H:V
Lagoon Surface Area ------------------- 46,275 SF
Min. Liner Thickness (if required) ------------------- 1.5 FT.
Freeboard Depth ------------------- 1.00 FT.
Temporary Storage Period ------------------- 180 Days
TOTAL DESIGN VOLUME = 301657 (CU.FT.)
Zone Depths:
Treatment/ Sludge Storage Zone Depth ----------- 6.2 FT.
Temporary Storage Zone Depth ----------- 2.5 FT.
Freeboard / Storm Storage Zone Depth ----------- 1.8 FT.
Total Lagoon Depth ----------- 10.5 FT.
J
Murphy Family Farms Engineering P.O. Box 759,Rose Hill NC 28458 [phone]

Grower: Earnest Kennedy Designed By: Jtl
Address: 116 Church Rd. Checked By: JNT
Pink Hill, NC 28572 Date: 05/26/97
County: DU lin Sheet 6 of 7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 102.60
/ 1 TOP OF STORM ELEV = 101.60 / \
1 /
STRT PMP EL.= 100.80 \ TOP OF TEMP STORAGE ELEV = 100.80 /
1 /
END PMP EL. = 98.30 \ TOP OF TREAT ELEV = 98.30 / SHWT = 98.00
1 /
1 /
1 /
FINISHED BOTTOM ELEV = 92.10
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

Grower: Earnest Kennedy Designed By: JHD
Address: 116 Church Rd. Checked By: JNT
Pink Hill, NC 28572 Date: 05/26/97
oun Du lin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359— WASTE TREATMENT
LAGOON, revised prior to June, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utiliza io ' %N#I"
DESIGNED: Q SEALdo
f
14985
DATE: ;� ✓
e
111811140
COMMENTS: The lagoon has been designed as an irregular shape.
Actual contour areas taken from the lagoon design are used to calculate
the surface area and storage volume characteristics of the lagoon.
This approach insures that rainfall capture on the lagoon is fully
accounted for and that storage volumes calculated represent actual
conditions regardless of the shape.
J
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: Earnest Kennedy DESIGNED BY: JHD
ADDRESS: 116 Church Rd. CHECKED BY: JNT
Pink Hill, NC 28572 DATE: 05/26/97
COUNTY: Du lin SHEET 1 OF 3
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall be cleared of
trees, logs, stumps, roots, brush, boulders, sod, and rubbish. Satisfactory disposition
will be made of all debris. The topsoil from the lagoon and pad area should be stripped
and stockpiled for use on the dike and pad areas. After stripping, the foundation area
of the lagoon embankment and building pad shall be thoroughly loosened prior to placing
the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT
The completed excavation and earthfill shall conform to the lines, grades, and elevations
shown on the plans. Earthfill material shall be free of material such as sod, roots, frozen
soil, stones over 6 inches in diameter, and other objectionable material. To the extent they
are suitable, excavated material may be used as fill. The fill shall be brought up in
approximately horizontal layers not to exceed 9 inches in thickness when loose and prior
to compaction. Each layer will be compacted by complete coverage with the hauling and
spreading equipment or standard tamping roller or equivalent method. Compaction will
be considered adequate when fill material is observed to consolidate to the point that
settlement is not readily detectable. NOTE THE SPECIAL REQUIREMENTS FOR
PLACEMENT OF LINERS IN THE LINER SECTION OF THIS SPECIFICATION.
The embankment of the lagoon shall be installed using the more impervious materials from
the required excavations. Construction of fill heights shall include 5 percent for settlement.
Dikes over 15 feet in height with an impoundment capacity of 10 acre—feet or more fall
under the jurisdiction of the NC Dam Safety Law and require permitting by the NC Dept of
Environment, Health and Natural Resources, Land Quality Section. The height is defined
as the difference in elevation from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive erosion and
sedimentation.
LINER:
THE MINIMUM REQUIRED CLAY LINER THICKNESS SHALL BE 1.5 FT.
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN INDICATED ON THE
DRAWINGS OR WHEN MATERIAL IS ENCOUNTERED DURING CONSTRUCTION THAT
WILL NOT PROVIDE THE PERMEABILITY LIMITS AS STATED LATER IN THIS SECTION.
SUCH MATERIAL IS CONSIDERED UNSUITABLE WITH RESPECT TO LINING. A TYPICAL
CROSS SECTION OF THE LINER IS INCLUDED IN THE DRAWINGS WHEN LINERS
ARE REQUIRED.
Murphy Family Farms Engineerng P.O. Box 759,Rose Hill NC 28456 [phone]

GROWER: Earnest Kennedy DESIGNED BY: JHD
ADDRESS: 116 Church Rd. CHECKED BY: JNT
Pink Hill, NC 28572 DATE: 05/26/97
COUNTY: Du lin SHEET 2 OF 3
When areas of unsuitable material are encountered, they will be overexcavated below
finish grade to the specified depth as measured perpendicular to the finish grade. The
foundation shall be backfilled as specified to grade with a material approved by the
engineer or his representative.
REFER TO THE DRAWINGS FOR SPECIAL CONSIDERATIONS.
Soil liner material shall come from an approved borrow area The minimum moisture
content of the liner material shall be optimum moisture content which relates to that
moisture content when the soil is kneaded in the hand it will form a ball which does not
readily separate. Water shall be added to borrow as necessary to insure proper moisture
content during placement of the liner. The moisture content of the liner material shall not
be less than optimum moisture content during placement The maximum moisture
content relates to the soil material being too wet for efficient use of hauling equipment and
proper compaction. Proper compaction of the liner includes placement in 9 inch lifts and
compacted to at least 95 percent of the Standard Proctor Maximum Dry Density
(ASTM D698) of the liner material. When smooth or hard, the previous lift shall be scarified
and moistened as needed before placement of the next lift
The single most important factor affecting the overall compacted permeability of a clay
liner, other than the type of clay used for the liner, is the efficient construction processing
of the compacted liner. The sequence of equipment in an established pattern helps
assure uniformity in the entire placement and compaction process. For most clay soils, a
tamping or sheepsfoot roller is the preferred type of compaction equipment.
In accordance with NRCS South National Technical Center (SNTC) Technical Note 716
(revised September 1993) the maximum allowable specific discharge of the liner is
1.0 x 10-5 cm/sec. This specific discharge is dependant on the permeability of the
liner material, the liner thickness, and the hydrostatic pressure on the liner. With the
minimum required liner thickness stated earlier and the maximum liquid depth in the
lagoon, the maximum permeability of the compacted liner is 1.25 x 10-6 cm/sec. Upon
completion of the liner, undisturbed samples will be taken and tested for actual
permeability. Any permeability tests indicating a higher permeability than stated above
will be considered as failing. Failing tests will require recompaction of the liner material
and retesting.
For lagoons being built in soils which do not require clay lining the same permeability
requirements apply as for clay liners and testing of the in—situ material will be conducted.
During the excavation process, soils at the excavated surface are loosened as adjacent
material is being removed. As a result, the permeability of these surface soils is increased.
To insure proper compaction and minimum soil permeability, when lagoon excavation is
complete the inner side slopes and bottom shall be rolled thoroughly prior to testing.
J
Murphy Family Farms Engineering P.O. Box 759,Rose Hill NC 28456 [phone]

GROWER: Earnest Kennedy DESIGNED BY: JHD
ADDRESS: 116 Church Rd. CHECKED BY: JNT
Pink Hill, NC 28572 DATE: 05/26/97
OUNTY: Du lin SHEET 3 OF 3
The soil liner shall be protected from scour produced by the discharge from waste outlet
pipes. This can be done by using some type of energy dissipator: concrete flumes,
concrete blocks laid tightly together, or using flexible pipe outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant When these are
specified, additional construction specifications are included with this Construction
Specification or are shown on the drawings.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when called for in the
notes on the drawings or as shown on a typical cross section on the drawings. The final
dimensions of the cutoff trench shall be determined by observation of the foundation
materials during construction.
VEGETATION:
All exposed embankment and other bare constructed areas shall be seeded to the
planned type of vegetation as soon as possible after construction according to the
seeding specifications. Topsoil, if available on site should be placed on areas of the dike
and pad to be seeded. Temporary seeding or mulch shall be used if recommended
permanent vegetation is out of season dates for seeding. Permanent vegetation should
�e established as soon as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS:
An observation trench shall be dug along the perimeter of the lagoon 25 feet outside the
proposed embankment toe to verify that no subsurface drain tile lines are present in the
lagoon area. The trench shall be dug to a minimum depth of five feet and shall have a width
adequate to accommodate equipment used for backfill and compaction. Trench side
slopes shall be 1:1 or flatter. Trench backfill shall be compacted as stated in the
EXCAVATION AND EARTHFILL PLACEMENT section of the specification.
When file drains are encountered, the file will be removed to a minimum of 25 feet beyond
the outside toe of slope of the dike. The file trench shall be backfilled and compacted with
material approved by the engineer or his representative. Tile drains that are removed
shall be either capped off or rerouted around the lagoon, as directed by the engineer or
his representative.
SAFETY AND HEALTH REQUIREMENTS:
All operations shall be carried out in a safe, skillful, and workmanlike manner. All safety and
health regulations shall be observed and appropriate personal safety and health measures
used at all times during construction.
Murphy Family Farms Engineering P.0.Box 759,Rose Hill NC 28456 [phone]

GROWER: Earnest Kennedy DESIGNED BY: JHD
ADDRESS: 116 Church Rd. CHECKED BY: JNT
Pink Hill, NC 28572 DATE: 05/26/97
COUNTY: Du lin SHEET 1 OF 1
SEEDING SPECIFICATIONS
ACREAGE TO BE SEEDED: 3.5 ACRES
USE THE SEED MIXTURE INDICATED AS FOLLOWS:
210 LBS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
105 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
210 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS./ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 15
28 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
35 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
140 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
APPLY THE FOLLOWING:
3500 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
7 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
350 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH
SEEDBED. APPLY SEED ANDFIRM SEEDBED WITH A CULTIPACKER OR SIMILAR
DEVICE. APPLY MUCH AND SECURE WITH AN ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS 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
BAHIA GRASS IS ESTBLISHED.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

T
WER: Earnest Kennedy DESIGNED BY: JHD
ESS: 116 Church Rd. CHECKED BY: JNT
Pink Hill, NC 28572 DATE: 05/26/97
TY: Du lin SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment (permanent storage) and 180 days of
temporary storage. The time required for the planned fluid level (permanent and
temporary storage) to be reached may vary due to site conditions, weather, flushing
operations, and the amount of fresh water added to the system.
The designed temporary storage consists of 180 days of temporary storage for:
(1) manure production of animals, (2) excess fresh water storage, (3) rainfall in
excess of evaporation, (4) storage for the 25 year/24 hour storm for the location,
(5) and, if applicable, an additional "heavy rain" storage volume for chronic rainfall
events. Allocation for any additional fresh water usage is also included in the
temporary storage. The volume of waste generated from a given number of animals
will be fairly constant throughout the year, but excess rainfall will vary from year to year.
The 25 year rainfall will not be a factor to consider in an annual pumping cycle, but
this storage volume must always be available.
A staff gauge must be installed in the lagoon that indicates the start pumping and stop
pumping levels. The start pumping level is the maxium liquid level under normal operating
conditions. The stop pumping level is the minimum liquid level under normal
operation to maintain required treatment volume and depth. Pumping can be started
and stopped anywhere between these two elevations for operating convenience as site
conditions permit, such as weather, soils, crop, and equipment in order to apply waste
without runoff or leaching. However, it is recommended that the lagoon be kept
pumped down as much as possible.
Land application of wastewater is recognized as an acceptable method of disposal.
Methods of application include solid set, center pivot, guns, and traveling guns. Care
should be taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is required that the treatment lagoon be precharged to one—half the treatent volume
or as otherwise specified on the lagoon design drawings before wastes are introduced.
The purpose is to prevent excessive odors during start—up. Precharging reduces the
concentration of the initial waste entering the lagoon thereby reducing odors. Solids should
be covered with effluent at all times. When precharging is complete, flush buildings with
recycled lagoon liquid. Fresh water should not be used for flushing after initial filling.
2. The attached Waste Utilization Plan shall be followed. The plan recommends
sampling and testing of waste before land application.
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28456 [phone]

GROWER: Earnest Kennedy DESIGNED BY: JHD
ADDRESS: 116 Church Rd. CHECKED BY: JNT
Pink Hill, NC 28572 DATE: 05/26/97
OUNTY: Du lin SHEET 2 OF 2
3. Begin temporary storage pump—out of the lagoon when the fluid level reaches the
elevation 100.80 as marked by the staff gauge. Stop pump—out when the fluid level
reaches elevation 98.30. This temporary storage, less 25 year/24 hour storm,
contains 95276 cubic feet or 712666 gallons.
4. The recommended maximum amount to apply per irrigation is one (1) inch and the
recommended maximum application rate is 0.3 inches per hour. Refer to the waste
utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the lagoon mowed
annually. Vegetation should be fertilized as needed to maintain a vigorous stand.
6. Repair any eroded or damaged areas and establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around waste utilization
fields adjacent to perennial streams. Waste will not be applied in open ditches.
Do not pump within 200 feet of a residence or within 100 feet of a well. Waste shall
be applied in a manner such that waste will not reach other property and public
rights—of—way.
9. The Clean Water Act of 1977 prohibits the discharge of pollutants into waters
of the United States. Waste shall not be discharged into surface waters, drainageways,
or wetlands by either discharge or by over—spraying. The Department of Environment,
Health, and Natural Resources, Division of Environmental Management,
has the responsibility for enforcing this law.
I'
Murphy Family Farms Engineering P.O. Box 759, Rose Hill NC 28458 [phone]

GROWER: Earnest Kennedy DESIGNED BY: JHD
ADDRESS: 116 Church Rd. CHECKED BY: AT
Pink Hill, NC 28572 DATE: 05/26/97
COUNTY: Du lin SHEET 1 OF 2
Emergency Action Plan
Using this outline as guidance, you should develop a specific emergency action plan for your
waste handling system.. This plan will be implemented in the event that wastes from your
operation are leaking, overflowing, or running off the site. You should NOT wait until wastes
reach surface water 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 available to all
employees at the facility, as accidents, leaks, and breaks could happen at any time. Your
plan should follow this format:
1. Stop the release of wastes. Depending on the situation, this may or may not be
possible. Suggested responses to problems are listed below:
A. Lagoon overflow—possible solutions are:
add soil to berm to temporarily increase elevation of dam—any permanent
alteration of the dam should be approved by a qualified professional engineer
or qualified technical specialist _
pump wastes to field at an acceptable rate
stop all additional flow to the lagoon (waters)--hold waste in house if possible
call a pumping contractor
make sure no surface water is entering lagoon
NOTE: The above listed activities should be started when your lagoon level has exceeded
the temporary storage level.
B. Runoff from waste application field—actions include:
• immediately stop waste application
• create a temporary diversion or berm to contain the waste on the field
incorporate waste to reduce further runoff
C. Leakage from the waste distribution system:
pipes and sprinklers—actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— close valves to eliminate further discharge
— separate pipes to create an air gap and stop flow
flush system, houses, solids separators—actions include:
— stop recycle (flushing system) pump
— stop irrigation pump
— make sure no siphon effect has been created
— separate pipes to create an air gap and stop flow
D. Leakage from base or sidewall of lagoon. Often these are seepage as opposed to
flowing leaks—possible action*:
dig a small well or ditch to catch all seepage put in a submersible
pump, and pump back into lagoon
if holes are caused by burrowing animals, trap or remove animals and
fill holes and compact with a clayey soil
other holes may be likewise temporarilV plugged with clay soil
Murphy Family Farms Engineering P.O. Box 759,Rose Hill NC 28458 (910)2872111

GROWER: Earnest Kennedy DESIGNED BY: JHD
ADDRESS: 116 Church Rd. CHECKED BY: JNT
Pink Hill, NC 28572 DATE: 05/26/97
COUNTY: Du lin SHEET 2 OF 2
*Lagoon problems require the consultation of an individual experienced in the
design and construction of lagoons for permanent repair measures.
2. Assess the extent of the spill and note any obvious damages.
A. Did the waste reach any surface water?
B. Approximately how much was released and for what duration?
C. Any damage noted, such as employee injury, fish kills, or property damage?
3. Contact appropriate agencies.
A. During normal business hours, call your DWQ regional office, at 910-395-3900
after hours, emergency number: 910-733-3942. Your phone call should
include: your name, facility, telephone number, the details of incident from
item 2 above, the exact location of the facility, and the location or direction
of movement of the spill, weather and wind conditions, what corrective
measures have been undertaken, and the seriousness of the situation.
B. If spill leaves, or is likely to leave, property or enters surface waters, call
local emergency management service (EMS) at 910-296-2160.
C. Instruct EMS to contact local Health Department.
D. Contact local Soil and Water Conservation District Natural Resources Conservation
Service office at 910-296-2121 for advice/technical assistance. The
Extension Service can be reached 910-296-2143 for advice/technical assistance.
E. Contact Murphy Family Farms Land and Nutrient Management Department at 910-
289-2111 for advice/technical assistance.
4. 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.
DUPLIN COUNTY COOPERATIVE EXTENSION SERVICE
PO BOX 458, KENANSVILLE, NC 28349
910-296—2143
DUPLIN COUNTY SOIL AND WATER CONSERVATION DISTRICT
NATURAL RESOURCES CONSERVATION SERVICE
PO BOX 277, KENANSVILLE, NC 28349
910—296—2121
DUPLIN COUNTY EMERGENCY MANAGEMENT SYSTEM
PO BOX 909, KENANSVILLE, NC 28349
910—296—2160
DIVISION OF WATER QUALITY -�
127 CARDINAL DRIVE EXT
WILMINGTON, NC 28405 — 3845
910—395—3900
Murphy Family Farms Engineering P.O. Box 759,Rose Hill NC 284M [phone]

Animal Waste tilanacrement Plan Certification
f Plewse tvoe or orint all information tt;1t does not require a signature,
(52
- te�ti• or Expanded ' (ple:Zse circle one)ral rr. :!ion: ,' II �g%
3 f —�jvacne o i' r 4 W �vvr m it r r F�cai.y tip.:�._
� -5-3
Owne:•(s j Coy. -e �r Xl\ , Phone i\o:Uk10)tq'353H-i
MailiaQ L DAM
Farm Loci:: Councy Farm is located in: O�D1 n
Latitude Jicud�: 00 �.• _/ �_ �� _ Inceurator: ��
Please aua- cv of a cocncv road map with location identified and describe Wow(Be specific: road
names, der-. mileoosc,e:c.)�'C4� &x-kaZAkk e_.A-a)w2`ACa41 CvY 5\0 MAles: 7wo& ler4
t7r S O. v.�;�� mow. a r` ,r�.Y.�►cr of �1� 1 h Ll�h� �
Oneratio n :otion:
T:•Oe of stvin- NO. of.•1dir.cls Type of Poulin• No. of:animals ryce or Carle Xo.ofAnhnals
..: «•e^AWL_ =J Laver : D::irt
M,Fetddr- to "F- J Pullets _Bet:
M Farrow co V
' = 1;•j�� to =
F=o W to - Ocher TLQC 01 r.i v esrock: Nwi ;_r of znirrcls:
CH.IES
r: ?oa
'w:j.}<,w,' .rti•::r�.. yr r.}., .. .•..-�.. � ...Y,..s _ v:}:'.�:«:. .5wr•r•.k 4{:
. ti�;_}i::: ,:wk�� {v� •[. •.1 :fi",. '.{}.: ..S•�.• r.�'�..b r:�'. .s: rr.t.. ..r: .N: •�7!,;�
•sS., '�jr 'p f�}�• Q.A 4v •• •.' r^�,:. s �.y���Q� v
r '.{i(f'{'��v:.v.tit}} r'�4'�'.{".�.:� <•.•rC4?: {�;}!;•i{}: r�vi ti': 'ry:•.v 'r'"v N'. :v ;�.{... :.4y:vr wv�,•••"lti'�i.,n»•}Y Jay'.
::}•...: ..:, //.''.tt /►-:.:•�i... w...:wS �};,y{.,{Sii ,X•w. v r�. .3 .{ �,i, .w•'9`Y? y
•�C�._�•:�'• E�" Lc,.
}!�-J1(.5.oe• .wA.v1Irv' ••S ..Jr;{JdctroRai'D'rsrPr:.C:raaci�: •' '.7't1col:n-�!�!=r'�ccr_n•::� '" ;�. "'•
.c:e__" :_ .ywI1c1CC�: c_ — �10 S Reeuited ac:*a 4 5
Numb,: e ScorSe Pads:- Total Caoac:ire: Cubic
subs• ::Z1-' �resenE on se iw^i: YES or NO O (please circle one)
If 17ES: e _ e-lins pr_seat in the area of the LAGOON or SPRAY FIELD(plese czc:e one)
ft at t+•t oa sa ra s.a.> .t••axs,.xs..x.axxsa as st st sa Yi f�l ss 7a st M+Iss,Rfs ss t'asss's7!1fsl4J.l as is aria 7�a 7K 7K�sn sa gax►tMx7Rxxxxx7!sasxss it s�7(a 7���1t{s 7js it is sa
Owner / 1I r A,reement
I (-ter ver:: zoove incor,nation is correct and will be U dated upon changing. I understand the operation
Ind mainc-t::r :e•.!uces esl:blished in the approved animal waste management plan for tt-e f:sm named above and•:•ill
irnote:ae . :e
nc c e±urts. I (we) know that snv exoansiun to the existing- dcsi3n caeaday of the waste treatment aad
stOragt ::is,•_^.ndon of re:v facilities will require a new certir=tinn`w be subatitczd to the Division of
Wil.C:1.c_ _C:neat before the ne�v animals are stocked. I (:�e)..understzrtd that the:: must be hb discharge of
dolma i wz;c: -:r srorage or application system to surace wacers of the state either directly throuch a�man-madd
conve•:a.rice c a storm e•:eac less severe than the ?5-;•ear. .' -hour-storm hnci these must not lee run-oft front the
a plicac:On e: waste. •I (eve) understand that run-off of pollutants froat 'lounging and he,,w Use_areas mast be
mirlir.;:z:d u�. -:icrt stsn�rt:s developed by the Yacurai Resoc:rees Conservation service. 71�1�,tioortn`ed'plan wall be
tiled �e •i� 3t the office of the local Soil and wacer Come:-.radon District. I («a) 4-now'that•uiv modific-lion
Rtusc bd ac` v a tecbcuca1 specialist and submitted to dic Soil and Water Cocue::3cion District Prior.to
in'Qlem. ezc: range in lied ownerstup requires %m=n.nocir:eadon to DEN-1 or a ne*c.:mtcadgri_'�iY etie.appcovee!
plan is ct r, 165 days of a title trznsie:. :
am e o E L: v n e r : L=—ar r� r�r� t I • �: -
Jtcrnavu e:_ /C Dace: ld- -47
i`iam•e of`. ;it dine:.-at from ownerf---.
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0 5 99

S 2 THE 210 LBS OF'pENSACOLA' BAHIA GRASS (BO LBS/ACRE? 57(
MAR 1
a
E ND HAS 28 LBS Of HULLED COAAMON BERMUDA GRASS (8 */ACRE) Apl -i
DOR$
ACTED .
IS , : .
ROLLER.
PLAN
FLUSH SYSTEM NOTES: ,
UM OF �'tLUS14.7 (
NG, SHALL BE SUPPLIED WITH FLOAT SWITCHES TO C
{ tLU5HI (ONE PER; HOUSE);
N 2 PUMP STATIC SHALL-BE SUPPLIED WITH A FLOAT
'RECYCLE RECYCLE,;P.U.MP IN.THE-EVENT-OF A'HIGH WATER' CONDITION;''U
UR PUMP CHAMBER
3 `OIERS'MW200 SUBMERSIBLE PUMP OR-EQUAL SHALL BE USIE,6
M
THE
t1 RECYCLE HUMP , 'THE RECYCLE SHALL BE CONTROLLED B)
E-CLOCK.
E'GOONS LOCATION ' & ELEVATION DATA
=FAMILY: FARMS ENGINEERING DEPT.
I
EARTHWORK CALCULATION DATA
METHOD USED' 5' GRID
TOTAL EXCAVATION 7140 CX kCAVATED PAD 8 DIKE Olt K�nD CY CLAY - 0 CY. .
NET y11 0 CY REO'0 FOR LINER 3193 CY
SUITABLE FOR LINER = 0 CY CLAY BARROW 3193 CY, i'
'WASTE _ 1940 CY. - ..
FILL:VOLUMES HAVE:ba:N ADJUSTED 20X AND CLAY LINER
HAS BEEN.AD,ILISTED.:15%.FOR SHRINKAGE DUE TO COMPACTION.
*' TOTAL EXCAVATION,VOLUME INCLUDES UNDERCUT FOR "CLAY LINER.. -
GRAPHIC SCALE
Ip) �

: -rt
it
-
Lo�oM
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0perator:Ernest Kennedy County: Dup I i n Date : 07/29/91
Distance to nearest residence (other than owner) : 1000.0 feet
1 . STEADY STATE LIVE WEIGHT
0 sews (farrow to finish) x 1417 lbs. - 0 lbs.
0 sows (farrow to feeder) x 522 lbs. - 0 lbs
1224 head (finishingonly) ,; 135 lbs. - 165240 lbs.
0 sews (farrow to wean ) :; 433 lbs . = 0 lbs
0 head (wean to feeder ) ;; :30 lbs. - 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 165240 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 16-5240 Ibs . SSLW x Treatment VoIume(CF)/ Ib. SSLW
Treatment Volume (C:F) / Ib. SSLW= 1 CF/ Ib. SSLW
Volume = 165240 cubic feet
STORAGE VOLUME FOR SLUDGE AC:C:UMULAT I i=iN
Volume = 0.0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top length 210.0 feet ; Inside top width 160.0 feet
Top of dike at elevation 46.0 feet
Freeboard 1 .0 feet ; Side slopes 2.5 1 ( Inside lagoon)
Total design lagoon l i eau i d level at elevation 45.0 feet
Bottom of lagoon elevation 34,0 feet
Seasonal high water- table elevation 41 .0 feet
Total design ,.vo l.ume using pr i smo i da I formula
SS/END1 SS/ENDZ SS/SIDE1 SS/SIDE LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 205.0. 155.0 11 .0
AREA OF TOP :. .
LENGTH * WIDTH =
205•0 155.0 3177E.0 (AREA OF TOP)
AREA OF BOTTOM t'w
LENGTH WIDTH =
150.0 100.0 5
i000.0 (AREA OF BOTTOM) -
AREA OF MIDSECTION
LENGTH * WIDTH * 4
177.5 127.5 90525.0 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6..`'
31775.0 90525.0 15000.0 1,t
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 251717 CU. FT ."

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b. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( tip of dike )
Length * Width =
210.0 160.0 33600.0 square feet
Buildings ( roof and lot water )
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 33600.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 165240 Lbs . SSLW * C:F of Waste/Lb. /Day * 180 days
Volume = 40353 cubic feet
!_,8. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water- are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount .
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per Pjut
Volume = 1'5�r-',00.0 cubic feet

5D. Volume of 25 year - 24 hour- storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 21000.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 40353 cubic feet
5B. 0 cubic feet
5C. 19600 cubic feet
5D. 21000 cubic feet
TOTAL 80953 cubic feet
6. SUMMARY
Total required volume 246-193 cubic feet
Total design volume avail . 251717 cubic feet
Min . req . treatment volume plus sludge accumulation 165240 cubic fee
o' At elev. 41 .0 feet ; Volume is 138483 cubic feet ( end pumping )
Total design volume less 25yr-24hr storm is 230717 cubic feet
At elev. 44.3 feet ; Volume is 229912 cubic feet (start pumping)
Seasonal high water table elevation 9.0 feet
N.
7. DESIGNED L-'Y: ,Q,�,Y� APPROVED DATE: / / DA
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
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WOODLAND—ACRES • Zei Z i 1 • • •
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I' hereby give you ,
Lan owner
permission to apply the
effluent from your hog operation on 600 acres of my land. This
permission is granted for the life of the proposed hog operation, but in no
case shall this term be less than 12 years.
The effluent is to be applied in a manner that will not cause any
problems: For example - apply the effluent with irrigation equipment, disk
in and seed a cover crop, plant row crops, inject into the soil , and etc.
r rT The effluent will be applied in a manner and time that will not present
any problems or inconveniences to the existing farming operations.
Lan owner
�. L�7, g�
Date

hereby give you,
Landowner
� n
permission to apply the
effluent from your hog operation on 11 acres of my land. This
permission is granted for the life of the proposed hog operation, but in no
case shall this term be less than 12 years.
The effluent is to be applied in a manner that will not cause any
problems: For example - apply the effluent with irrigation equipment, disk
in and seed a cover crop, plant row crops, inject into the soil , and etc.
The effluent will be applied in a manner and time that will not present
any problems or inconveniences to the existing farming operations.
I �1.203
Landowner
Date
IL

1
WASTE UTILIZATION PLAN
ANIMAL WASTE L.1TIL TZZ.A,TIQN ACnFFMENT
01
(Needed only if additional land har to be leased. etc.)
herebY give Murphy Family Farms and
.r- and his/her" heirs. uccessors, and assigns permission to
apply an��l waste from ; Swine Waste Utilization System on
acres of my land adjacient to the hog facility for the duration of time shown
below. Said acreage is included in the aaached Exhibit"B"and recorded in Book
_,Page in the County Registry.
I understand that this waste contains nitrogen, phosphorous, potassium, and other trace
elements and when properly applied should not harm my land or crops. I also understand
that the use of waste will reduce my need for commercial fertilizer.
��
Adjacent�andowne . &-a. -V
� Date:_-� 9�
Waste Producer: ,,, _ Sr.Date
Term of Agreement: 19 to 3` J ,20 O l
(Minimum of Ten rears on Cost Shared Items)
(See Required Speci lcation No. 2)
li
i
I
X
I

EMERGENCY ACTION PLAN
(011FIN PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) 6/0) Sf5-37.6
EMERGENCY MANAGEMNET SERVICES (EMS) 1 aq6-a�bb
SOIL AND WATER CONSERVATION DISTRICT (SWCD) Div>�p6 -a�a
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) �io)ay6 a� a o
COOPERATIVE EXTERSION SERVICE (CES)
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 you 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 ore may not be
possible. Suggested responses to some possible problems are listed belwo.
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 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 flows 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.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

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 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: 919-733-3942. 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 movement of
the spill, weather and wind conditions. The corrective measures that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath 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 Sheriff's Department and explain you
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 off-
site damage.
a. Contractors Name: SJC
b. Contractors Address:
c. Contractors Phone: ifl-)a.9g-s3g 7
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: -��,y o,cst�h
b. Phone: ,G — a
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid S ms)
Flush Gutters Accumulation of solids Flush system is designed and operated
sufficiently to remove accumulated
soiids from gutters as designed.
() Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids (} Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6.8 inches over more than
30°,6 urface.
Excessive Vegetative Decaying vegetation aintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
( ) Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues ( ) Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
{ ) Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes ( } Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
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).
AMIC--November 11, 1996

Dry Manure Handling Accumulations of animal wastes (1 Remove spillage on a routine basis (e.g. 7-10 day
Systems 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 stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) 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.
I' rz• ��
(Landowner Signature)
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

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production I ) Vegetative or wooded buffers;
() Recommended best management
pro s;
{ ood judgment and common sense
Animal body surfaces Dirty manure-covered animals () Dry floors
Floor surfaces Wet manure-covered floors �Es
floors;
located over slotted floors;
() Feeders at high end of solid floors;
() Scrape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits Urine Frequent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition (} Underfloor ventilation
Ventilation exhaust fans Volatile gases; {) Fa aintenance;
Dust ( fficie it movement
Indoor surfaces Dust ( ashdown between groups of animals
I ) Feed additives;
( ) Feeder covers;
( ) Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon ( } Flush tank covers
liquid whiles tanks are filling {) Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater () Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling {) Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater ( ) Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater I) Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions ( Proper lagoon liquid capacity
Biological mixing () Correct lagoon startup procedures
Agitation ( ) Minimum surface area-to-volume ratio
( ) Minimum agitation when pumping
( ) Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation ( Irriga a on dry days with little or no wind
Wind draft ( i m recommended operation pressure
(I Pump intake near lagoon liquid surface
{ ) Pump from second-stage lagoon
AMOC--November 11. 1996

Storage tank or basin Partial microbial decomposition () Bottom or midlevel loading
surface Mixing while filling ( )Tank covers
Agitation when emptying ( ) Basin surface mats of solids
( ) Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when empt�ng ( ) Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading () Soil injection of slurry/sludges
spreader outlets Volatile gas emissions ( )Wash residual manure from spreader after use
( 1 Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying ( ) Soil infection of slurry/sludges
or sludge on field surfaces ()Soil incorporation within 48 hours
( )Spread in thin uniform layers for rapid drying
( ) Proven ' ogical additives or oxidants
Dead animals Carcass decomposition ( roper disposition of carcasses
Dead animal disposal Carcass decomposition ( ) Complete covering of carcasses in burial pits
pits ( ) Proper location/construction of disposal pits
Incinerators Incomplete combustion () Saco ry stack burners
Standing water around Improper drainage Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads arm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management;0200 Rule/BMP 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 Fluse--Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assuranc Program: NPPC Manual NC Pork Produces 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
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
Odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner Signature)
AMOC--November 11, 1996

MORTALITY MANAGEMENT METHODS
(check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water.
( Rendering at a rendering plant licensed under G. S. 1 06-168.7
( ) Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
( ) Any method which in the professional opinion of the State
Veterinarian would make possible the salvage of part of a dead
animal's value without endangering human or animal health. (Written
approval of the State Veterinarian must be attached)

OPERATION &MAINTENANCE 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
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

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
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 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
i

I r- '41 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.
I 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.
. 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:

(01141
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.

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.