310480_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 ver#y all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0480 Certificate Of Coverage Number: AWS310480
2. Facility Name: Randy Kennedy Fann
3. Landowner's Name(same as on the Waste Management Plan): Randy W Kennedy
4. Landowner's Mailing Address: "T Li O 4ct,.�.d dl e�G a&.
City: Pink Hill State: NC Zip: 28572
Telephone Number: 910-298-377899�jExt. E-mail:
5. Facility's Physical Address: LISandridge Rd
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"): MgMhv-Brown LLC
10. Operator Name(OIC): Randy W.Kennedy Phone No.: 910-340-3789 OIC#: 17237
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 2,464
Operation Types:
Swine Cattle Dry Poultry Other Tvnes
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)
I /-Z$-91 J? 06�n7 Z Oa a 19.50
2 -QQ e?L �D 7 a�4 19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be.subject to civil penalties up-to $25,000 per. violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or.imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: I` Title:
Signature. Date: 3 -19
Name: Title:
Signature: Date: ,r.
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

Version—November 26,2018
• MortalityManagement g Methods .
Indicate which method(s) will be implemented
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body
ater
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
El 11 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.
❑ A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
❑ In the case of dead poultry only,placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
❑ Any method which, in the professional opinionsof 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).
F1 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.
W& 7-
Signature of Farm Owner/Manager Date
Signature of T c nical Specialist Date

t
Nutrient Management Plan For Animal Waste Utilization
03-12-2014
This plan has been prepared for: This plan has been developed by:
Randy Kennedy Billy W Houston
Randy W Kennedy Duplin Soil& Water Conservation
740 Sand Ridge Rd 165 Agriculture Dr.
Suite B
Pink Hill, NC 28572 Kenansville, NC 28349
910-298-3789 910-296-2120
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.
2
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: �✓
Technical Specialist Signature Date
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546687 Database Version 3.1 Date Printed: 03-12-2014 Cover Page 1

f
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 2,284,128 gals/year by a 2,464
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 5261
Incorporated 9035
Injected 9950
Irrigated 5718
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 5,718 6097 -379 21,435,413 -151,285
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.
546687 Database Version 3.1 Date Printed: 03-12-2014 Source Page 1 of 1

J
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 avai lab le.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
6183 1 1 8.24 8.24 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
6183 4 4.96 4.96 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
6183 5 10.71 10.71 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
PLAN TOTALS: 23.91 23.91
LI Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Til 1(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
546687 Database Version 3.1 Date Printed 3/12/2014
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 ofthe crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Canm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(lbs/A) (lbs/A) (Ibs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
6183 1 S7 Autryville 8.24 8.24 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 164.57 0.00
6183 1 S7 Autryville 8.24 8.24 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *205 0 0 Irrig. 205 81.89 0.00 674.74 0.00
6183 4 S7 Autryville 4.96 4.96 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 99.06 0.00
6183 4 S7 Autryville 4.96 4.96 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *205 0 0 brig. 205 81.89 0.00 406.15 0.00
6183 5 S7 Autryville 10.71 10.71 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 213.90 0.00
6183 5 S7 Autryville 10.71 10.71 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 *205 0 0 brig. 205 81.89 0.00 876.99 0.00
Total Applied,1000 gallons 2,435.41
Total Produced,1000 gallons 2,284.13
Balance,1000 gallons -151.29
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.
546687 Database Version 3.1 Date Printed:3/12/2014 WUT Page 1 of 1

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)
6183 1 Autryville 0.60 1.0
6183 4 Autryville 0.60 1.0
6183 5 Autryville 0.60 1.0
546687 Database Version 3.1 Date Printed 3/12/2014 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 ofthe 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
F6ton
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
150 13.16 30.89 61.78 92.67
Y.E. 300 26.32 15.44 30.89 46.33u 160 14.04 28.96 57.92 86.88
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546687 Database Version 3.1 Date Printed: 03-12-2014 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. Ifthe 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 I Vaste Storage Capacitv
Source Name Swine Feeder-Finish Lagoon Liquid Desi n Storage Capacity a s
Start Date 9/1 - 180
Plan Year Month Available Storage Capacity(Days)
1 1 81
1 2 64
1 3 91
1 4 108
1 5 124
1 6 141
1 7 157
1 8 173
1 9 174
1 10 154
1 I1 135
1 12 119
*Available Storage Capacity is calculated as of the end of each month.
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546687 Database Version 3.1 Date Printed: 03-12-2014 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 p ron e
to flooding (see "Weather and Climate in North Carolina" for guidance).
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546687 Database Version 3.1 Date Printed:3/12/2014 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 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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546687 Database Version 3.1 Date Printed:3/12/2014 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways,waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
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546687 Database Version 3.1 Date Printed:3/12/2014 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate-determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5)years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
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546687 Database Version 3.1 Date Printed:3/12/2014 Specification Page 4

Crop Notes
The following crop note applies to field(s): 1,4, 5
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): 1,4, 5
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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546687 Database Version 3.1 Date Printed: 03-12-2014 Crop Note Page 1 of 1

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UNITED STATES NATURAL RESOURCES FEDERAL BLDG. , RM. 108
DEPARTMENT OF CONSERVATION 134 NORTH JOHN STREET
AGRICULTURE SERVICE GOLDSBORO, NC 27530
919 - 734-0961
SUBJECT: ENG - Irrigation System Plan DATE: April 23, 1996
Randy Kennedy, Duplin Co.
TO: Mike Sugg, DC FILE CODE: 210
Duplin County
The irrigation system plan prepared for Mr. Randy Kennedy's feeder to
finish operation by Mr. Billy Hall of Mainor Tile and Irrigation, Inc.
is approved subject to the following changes and comments:
4
1. The formula for average application rates was not properly
used. I corrected the average application rates based on
the given pressure and ring size and recorded the
corrections in the design tables.
2 . The average application rate for the half-circles is
approximately 0.6 inches per hour. This is the maximum
allowable application rate for an autryville soil with cover
to insure no runoff. Since the operator will only be
pumping approximately 0.26 inches on these pulls, there
should not be runoff with proper soil conditions. The owner
should be advised to watch the irrigation closely to insure
there is no discharge.
3 . The sketch shows hydrants 2A and 2B to be 200 feet apart.
The design computations call for a spacing of 220 ft. which
is approximately 71 percent off the wetted diameter. Please
show correct spacing.
4. There is an error in sizing the thrust blocks using an
allowable soil bearing pressure of 1200 pounds per square
foot. I increased the size of the blocks using a head of
324 feet. I showed this change in table 4 of the design
worksheets.
5. Pump efficiency shown appears to be too high based on the
pump rating curve shown. I used a pump efficiency of 50
percent and re-computed the horse power requirements.
6. Advise the owner that he can not spray or discharge- into
wetlands.
Please let me know if I can be of any further assistance. Dispose of
uncorrected copies of this approved design.
..+Z0,tt_ --t/.e 's
Dean K. Bingham
Supervisory Civil Engineer
cc: Geno Kennedy

D) Application and Randlin^auipment
Check the appropriate box
-XR Existina-facility with existing waste application equipment (WUP or I)
Animal waste application equipment specified in 'e plan has been either field calibrated or
evaluated in accordance with existing design ch and tables and is able to apply waste as
necessary to accommodate the waste management plan: (existing application equipment can
cover the area required by the plan at rates not to xceed either the specified hydraulic or
nutrient loading rates, a schedule for timing of applications has been established; required
buffers can be maintained and calibration and adjustment guidance are contained as part of the
plan).
a New or expanded facilit • or existing facility without existing waste aRI21ication equipment (I)
Animal waste application equipment specified in tfi�plan has been designed to apply-waste as
necessary to accommodate the waste management plan; (proposed application equipment can
cover the area required by the plan at rates not to e ceed either the specified hydraulic or
nutrient loading rates; a schedule for timing of applications has been established;required
buffers can be maintained; calibration and ad�ustm�nt guidance are contained as part of the
plan).
Name of Technical Specialist (Please Print): 'William B. Hall
Affiliation: Mainor Tile & Irrigation, Inc.
Address(Agenc ):P.O. Box 489, Wallace, NC 28466 Phone No.: (910)-285-5581
Signature: Date: 05/27/96
III. Cera Ication of Installation PVC' Pipe
A) Collection,Storage,Treatment Installation
New, expanded or retrofitted facility (SI)Animal waste storage and treatment structures, such as but not limited to lagoons and ponds, ••
have been installed in accordance with the approved'plantto meet or exceed the minimum
standards and specifications.
For existing facilities without retrofits, nodcer4ftation is necessary.
Name of Technical Specialist (Please Print): William B. Hall
Affiliation: Mainor Tile & Irrigation, Inc.
Address(Agenc ): P.O.Box 489, Wallace, NC 2;8466 Phone No.: (910 )-285-5581
Signature: Date:
05 27 96
Pipe Pressure Tested @ 150 PSI `for 6 Hours.
AIVC -- April 24,1996 3

.IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Randv Kennedy County: Duplin
Address: 749 Sand R 'dge Rd
Pink Hi 1 1 N _ -28572 Date: 2-5-96
Telephone: 91 -?98-�789
TABLE 1 - Field Specifications 1
Approximate
Maximum
Maximum Maximum Application
Useable Size Application per Irrigation
Field of Fields Slope Rate Cyc1e4
Number2 (acres) Soil Type (%) I Crop(s) (iNhr) (inches) Comments
J N a,413 0-6 ( B H I r3'C .6 ! . 5 I
4 . 96 I 0-6 I B$. S G I •� ! . 5
I10. 71 I AUB 0-6 I Bid SG I .. ! . 5 I
. I ! I ! I •
I I ! I I ! I •
I I I I I !
I •I I I I •
'Table to be completed in its entirety by SWCD Field Office personnel and forwarded to the irrigation system designer.
2See attached map provided by the SWCD Field Office for field location(s).
'Total field acreage minus required buffer areas.
4Refer to N.C. Irrigation Guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
i •
` IlMgatiort Parameters
-'October 1995 e-1 USDA-NRCS
!•. .r.,, pa 9 North Carolina

TABLE 2 - Traveling Irrigation Gun Settings
Make,Model and Type of Equipment:
EQUIPMENT SETTINGS
Field No Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant Noe (ft/min) (In/hr) Width(ft) Length(ft) (feet) (inches) @ Gun(psi) @ Reel(psi) Pattern3 Comments
-A 12 . 5 I •35-1 248 405 ( 310 ( 1. 08 I 70 ! 135 I ( 4 X405 = 2. 31
1-A1 I I HYDRANT TO .HOO9 ALUMN OIPE TOIONLY I 1 ( I
1`B 12 . 5 I A-r-,39 240 360 1310 1 1. 08 1 70 1 135 320 1 240X360 = 1.98
I I .3 240 I1 . 08 70 135 ( ° 1240X54n 2.98
-
2 . 5 ( •3S 194n 4G5 1 310 1. 08 I 70 ( 1 3200
I94nx4nci _
2-A 1 5. 00 1 120 1150 1 08 I 60 1108 1800
I5. 00 1 I120Soo 1 150 11.08 I' 60 & 108 11800 120X900 = 2.48
3-B 12 i ,r3-1-.U_ 1 240 11100 1310 ! I 135 13200 I 40X1100 = 6 . 06
-A I I 225 I 00 ! 2291 nFt 60 ( 108 1 122 X 00 = 4. 65
------
I
I I 1 1 1 I 1 I
I I I I i I I I I i
rie Q SI Ska do h a^41 cc rc Ap
e r-Ai a.s Sow
I I I I � I I ! I � •
� I i I j I I I I � •
I I I I i I I
I I I I I I 1
'See attached map provided by the SWCD Field Office for field location(s).
2Show 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-NRCS
October 1995 •. page-2 North Carolina

go
I y
76
I (o
o-SLT� rxvr !'
Pvc �rolr� •vT5
773 = �iCr�S r
0- -o
t.,
= ALamiv G P��� :

Randy °Kennedy
749 Sand Ridge Rd.
Pink Hill, NC 28572
910-298-3789
Lane Nelson SR150 Big Gun using 1.08 ring nozzle
Spacing @ 70 PSI 197 GPM 310 ' Diameter
750 of 310= 232 .5 Lane Spacing @240 & 220
Average 96.3 x 197 x 360 - 1897141 x 1 . 125 = .31 X I•/�S �•3
:application 3. 14 ( .9 x 155 )2 320 -61105. 19
or / 7s Z(,•6
96.3 x +9- x 360 = x 2 .00 = r
3 . 14 ( . 9 x 1118-5 )2 180 .
57zZG.S
ravel 1. 605 x 197 316.18...E . s3
peed
-2-:,92- 240
2,S
or
1. 605 x 197 = 316.18,ree _ .45
2 .92 240 70Q8
or
1. 605 x = _ , 26
5 a*T --1246-
2� �idv
lain PR 200 6" PVC @197 GPM . 1 per 100 '
amine 2640 ' @ . 1 per 100 ' = 2640 x . 1 = 2 .64 PSI
moss 720 ' 6" Alumn Pipe @ .2 720 x . 2 = 1.44 PSI

TDH sprinkler PSI 70.00
discharge check vale; 1. 80
30 ' x 6" suction and hose 8' lift 3 .25
PR 200 6" main PVC 2640 @197 GPM 2 .64
720 ' 6" alum tubing @197 GPM 1.44
traveler hose 1,000' 55.00
elevation to gun 6 ' 2 .60
field elevation 8 ' 3 .46
140. 19 PSI
3Z.?-
Horse Power 197 x 323. 84 _ 796 = _ 33..&5—HP— i,-0.,, h r�'e
See P P �'
3960 4 . 75
•,S
Thrust 6" X 90� 5600 X 1.41 = 7896 = ( 6 . 58 )2 = 4 . 33 sq. ft.
Blocking
1200
tees 5600 X . 70 = 3920 = ( 3.27 )2 = 1. 7
1200
2
,r 8 32 3.�y .S� �•��
0 7/ 5 ,K. •
o
Tee _ . 7 • ,q = 3. 3sF

TABLE 4 - Irrigation System Specifications
Traveling Solid Set
Irrigation Gun I Irrigation
Flow Rate of Sprinkler(gpm) 197
Operating Pressure at Pump(psi) I 140 . 19 I
Design Precipitation Rate(Inlhr)
Hose Length(feet) 1 0 0 0 'C' XXXX.X=
Type of Speed Compensation lone cha n i c a l XXXXXXxx
Pump Type(PTO,Engine,Electric)
engine I .
Pump Power Requirement(hp) I
1
TABLE 5 - Thrust Block Specifications'
Designer may,provide thrust block details on separate sheet.
I THRUST BLOCK
LOCATION AREA (sq.ft.)
90•Bend 48
Dead End
Tee 30
i
ISee USDA-NRCS Field Office Technical Guide,Section IV,Practice Code 430-DD.
1
Irrigation Parameters USDA-NRCS
Oct6ber 1995 ., page-4 North Carolina

IRRIGATION SYSTEM DESIGNER
Name: William B Han
Company: Mainor Tile & Irrigation, Inc .
Address: Bost 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 to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for Irrigation Water Conveyance,
N.C..Field Office Technical Guide, Section IV, Practice Code 430-DD.
NOTE: A buffer strip c;Cj_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.
Irrigation Parameters USDA-NRCS
October 1g95 , . page-5 North Carolina

Narrative of Irrigation System Operation
Describe the operation of the system in the space provided below or on a similar sheet most convinient to the designer/supplier.
Include procedures such as start-up, shut-down,winterization and regular maintenance of all equipment.
This system is designed using a 3" hard hose traveler
When starting this system up, one should measure the reel so it- is level Drop stabilizer
legs and tighten. Check the brake- system on the reel. When pullinghard u
speed ak 2 to 3 miles per hour. After pulling hose out , check safety shut-down on reel.
When starting up system, prime pump before starting engine. After pum primed . start
engine and run just above idle speed until all air is out of the s stem and traveler gun.
Then slowly increase RPMs until PSI is reached. When winterizing equipment , drain water
from pump completely. Pull reel hose appr. 1/2 way out with supply hose disconnected.
Take PTO shaft and tractor and reel it back in. TI-iis will exhaust most of the water out
of the hard hose. Take cap or plug out of gun cart at low point so that all water will
drain. . Water left in gun cart could freeze and burst metal pipes . Store equipment under
shelter when not in use if possible. Maintenence on all equipment should be done on a-'
daily basis when in use. Rbad manuals that come with equipment. These manuals will show
grease fittings and safety recau i
All ditch crossings will-be 10" sleeve x 20 ' Class 200 P
i
Irri ation Parameters USDA-NRCS
O7cGor 1995 ., page-6 North Carolina

S F ,R, [ E S 3 0 0
4039D
S P li C I P I C A T 1 0 N 5
JO NDEERE POWER
lJ • ' r
'�� •�' \I�i ���1' ,�M Y\7 ( � F�♦�� ''� f
pw
r.�
ISO 9�00

BERKELEY PUMPS CURVE 4117
DATE 3-1-8e
PAGE 2.02
_ TYPE "B" RATING CURVES SUPERSEDES
ENGINE DRIVE CNTve 4117 Page 2.02
0 Dated 4-1-85
dv: M.N.Im C.I. v.K Nc. II-1B63 Al Nn. N-t663 VARIOUS A.P.M. - CTcI..
1 . .
impeller: M.Ln,I C.I. P•a No. L-3001 M.cn.xa. 1-303B DI-- 3-I�2" FUEL [O 51 1.,I:..n..1.,.1...L..1 M•P.m...
M..11VM WORKING PRESSURE 247 PSI30
M Q u p
II III II
20
{P `� I ! �1-_,I II li ! i
I � I,_U I -u
70
. . — .._. I
t1E I.0 �1 I - I I I f :.I I - I �• I d
Gt $� 114 -E s ISRCY 1 I j -
Soo _ ___ ..- - - - - - - - _I 0
3pa0 aPtd is xlxm \ .. `I
z r2400
RFM0
OppRrM 64 '. '3po RPM ' bHp RPM
16co RPM _ 7 A ZOO
-
0 160o RIY1
... . . 10
IUO __._ .. _.:._.:
p
TDSL
0 100 200 300 400 500 600 700 Boo 900 1000 1100 1200
CAPAC"IN U.S.GALLONS PER MINUTE
C-7040 a...Een T-2554 S.,"d•,C-7040 O" 10-27-71 n•'•3-29-72 MODEL B 3 J Q B M
CuC moon C.I. P.R,N-- N-1939 M,o No. II-1939 VARIOV R_P.M,
I,fl,v M.La.I C.I. P.R.N.. M-2319 M.vh,N.. M-4021 ER.. 10-7/161, FULL ,.I
.I m•Ir'm
MAXIMUM WORKING PRESSURE 266 PSI u Ip .,u
20
30
_ p
400
1 RPM h ilnm
83% _Er ICI
T 350 RP14
z
0 2e nrM
Z
0 -26 RPM I r.
i250 ..... ..._.._ .. ...._... ........ f _.._. _.__. ..__. _-. ._ .:...__._ .._1 _.__.:.
a24cr RPoI . .. ...
200 -220Q RRi. - ..._ ....__ _. .__ _. ..... .._ __.. ... .. .. __ . : ..... .__...
H
o
2000 RPM •b
_-
50 I B
TOSL
5 20 1F,1 IpBA TGSL
0 100 200 300 400 500 600 700 000 900 1000
CAPACITY IN U.S.GALLONS PER MINUTE
C-6695 a...KK.T-2675 s"P—., , C-6695 O.I,e 9-3-71 O.I. 3-29-72 MODLL B 4 E Q M

GUN@ PERFOBIG .
• 100 R RINC. JZZLES
100 SERIES BIG GUNS — 240 TRAJECTORY
NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE
.712 .768 .812 .857 .895 .927 .965
PI S GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA
50
74 220 BB 225 100 230 115 240 129 250 150 255 167 260
60
B1 235 96 240 110 245 125 260 141 270 164 275 183 2BO
10
88 245 104 250 118 260 135 275 152 290 177 295 198 300
80
94 255 111 265 127 275 145 285 1,63 300 189 305 211 315
90
99 265 117 275 134 285 154 295 173 310 201 315 224 325
140 10
5 270 124 2B0 142* Z95 162 305 182 320 212 325 236 335 ��� 3
. .
150 SERIES BIG GUNS — 240 TRAJECTORY 150 R RING NOZZLES
NOZZLE NOZZLE j NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE
1. 1.18 1.26 1.34 1. 41
FT .86 .97 .
PSI GPM DIA GPM DIA 6P • A GPM DIA GPM DIA GPM DIA 6PM DIA
50 100
245 130 265 165 2B5 205 300 255 320 300 335 350 350
2b 82 300 225 315 275 335 330 350 385 365
-�— 295 350 355 365 415 380
70 120 270 155 290 97 310 245 330 0 380 445 395
BO 128 280 165 300 210 320 260 340 315 3b0 38 405
90 135 290 !75 310 223 330 275 350 335 37,0 445 394 475
100 143
300 185 320 235 340 290 360 355 380 425 400 500 415
200 SERIES BIG GUNS — 27° TRAJECTORY 200 R RING NOZZLES
NOIZ LE NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE
1.2
9 1.46 1.56 1.66 1.74 1.B3 1.93
PSI GPM DIA
GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA
.,0 '130 32 5 300 355 350 370 410 390 470 405 535 420 640 435
bO 250 340 330 370 38� 390 .445 410 515 425 585 440 695 455
70 270 355
355 385 415= 405 480 ,425 555 440 630 455 755 475
80 290
370 380 400 445 420 515. 440 590 455 675 470 805 490
94 310 384
405 415 475 435 545 455 625 470 715 4B5 855 505
100 325
390 425 425 500 445 575 465 660 4BO 755 500 900 520

- - start-up & operation - -
30A PERFORMANCE GUIDE
30A WATER-REEL PERFORMANCE INCHES DEPTH OF APPLICATION
NELSON SPRINXLER -- SYSTM 'IRRIGATED TRAVEL SPEED_FEET PER HOUR
SR150 . PERFORMANCE INLET AREA
6 HOZ• PSI GPM DIA PSI WIDTH X LNGTH 40 50 75 100 150 200 300
1.08" 60 182 300 108 210 X 1105 1.8 1.5 1.0 0.7 0.5 0.4 0.2
Ring 70 197 310 125 217 X 1109 1.9 1.5 1.0 0.8 U.5 0.4 0.3
or.9' 80 210 320 140 224 X 1112 2.0 1.6 1.1 0.8 0.5 0.4 0.3
Taper 90 223 330 155 231 X 1116 2.0 1.6 1.1 0.8 0.5 0.4 0.3
1.18" 50 205 300 108 210 X 1105 2.1 1.6 1.1 0.3 0.5 0.4 0.3
Ring 60 225 315 121 221 X 1110 2.1 1.1 1.1 0.9 0.6 0.4 0.3
m 1.0' 70 245 330 147 231 X 1116 2.2 1.8 1.2 0.9 0.6 0.4 0.3
Taper 80 260 340 165 238 X 1119 2.3 1.8 1.2 0.9 0.6 0.5 0.3
1.26- 50 255 320 132 224 X 1112 2.4 1.9 1.3 1.0 0.5 0.5 0.3
Ring 50 275 335 153 235 X 1117 2.5 2.0 1.3 1.0 0.7 Dix 0.3
or 1.1-
Taper HOURS FOR 1000 FEET OF TRAVEL 25.0 20.0 13.3 10.0 6.7 5.0 3.3
System Inlet pressure shown above Is for Turbine Drives.Engine Drives will be approx 10 PSI lower.
-Area covered may vary depending on wind conditions,field dlmensloas and me of unspecified sprinklers.
The avenge area covered per run Is 5.6 Rues.
The'System Inlet Pressure'is the pressure required at the traveler Inlet.It Includes allowances for the traveler plumbing and
drive,PE tube and sprinkler pressure. Turbine drives will require additional pressure at higher speeds. It does not include any
pressure allowances for field elevation or mainline pressure loss.
i
Use the small gearbox pulley at ground speeds above 75 feet per hour.
NOTE: Specifications are subject to change without notice. sysoaat•1
3:

_9_
I-RI C l ION LOSS IN POL1Tui � NE- .HOSE
HOSE
P.S.I. FRICTION LOSS PER 100 FEET POLYETNELINE IRRIGATION NOSE (WATER)
0.D. f1M 135 125 120 110. 90 82 75 261 1.50 1.40
I.D. INS. 4.5 4.1 4.0 3.7 3 2.7 2.5
0.9
GAL/ 10 _ _ 1.1 3.1
MIN. 20 _ _ _ _ _ _ _ _ - - 2.3 6.6
30 1.4 4.0 11.2
40 " " 2.1 6.0 16.9
50 - - 1.2 2.9 B.4 - -
bO ` ' " " - - - 1.0 1.6 3.9 11.2 - -
70 - - " ' " - _ _� 1.3 2 4.9 14.4
_ _ _ _ .0
BO - - - 1.6 2.5 6.1 - - - -
90
- - - - - - 1.9 3.0 7.5
100
1.3 2.3 3.6 8.9
110 l.b 2.1
0.5
110 - - - - - - - - - _• - _ _ _
0.7 1.8 3.1 4.9
130 - ' " " 3.b 5.6 - -
140 _ _ _ _ - - 0.8 2.1 _ _
_ _ - -
150 - - - - - - 0.9 2.4 4.1 b.4 _ _
160 - - - - - - 1.0 2.1 4.b 7.1
170 - - - - - - 1.2 3.0 5.2 8.1 - -
- _
- - - -
180 - - - - 0.9 1.3 3.4 5.7 B.9
190 - - - - 1.0 1.4 3.7 6.3 9.9 - -
200 - - 0.9 1.1 1.6 4.1 7.0 -
210 - - 0.9 1.2 1.7 4.5 7.6 -
220 - - 1.0 1.3 1.9 4.9 B.3
230 - - 1.1 1.4 2.1 5.3 9.0 - - - -
240 - - 1.2 1.5 2.2 5.7 9.8 -
250 0.9 1.3 1.6 2.4 6.2
1.4 l.1 2.b 6.6 - - - _ _•- - - -
260 1.0
270 1.0 1.5 1.9 2.8 7.1 - - -
280 1.1 l.b 2.0 3.0 7.6 - - -
290 1.2 1.7 2.1 3.2 8.1 - -
. 300 1.2 1.0 2.2 3.4 B.6 - - -
310 1.3 1.9 2.4 3.6 9.2 - -
320 1.4 2.0 2.5 3.8 9.7. - - -
330 1.5 2.2 2.7 4.0 _ -
340 1.6 2.3 2.8 4.2 -
350 1.7 2.4 3.0• 4.5
360 1.7 2.5 3.2 4.7 -
370 1.8 2.7 3.3 4.9
300 1.9. 2.0 3.5 5.2
390 2.0 2.9 3.7 5.5
400 2.1 3.1 3.8 5.7
420 2.3 3.4 4.2 6.3 _
440 2.5 .3.7 4.6 6.8 -
460 2.7 4.0 5.0 7.4
400 3.0 4.3 5.4. 8.0 -
500 3.1 4.6 5.8 - -

-10-
4
FRICTLON .LOSS IN ALUMINUM F PVC PIPE
P.S.I. FRICTION LOSS PER 100 FEET P.S.I. FRICTION LOSS PER 100 FEET
ALUMINM IRRIGATION PIPE V! COUPLERS PVC IRRIGATION PIPE
INS. I.D. 2 3 4. 5 b 8 INS. .I.D.. 2 3 4 5 b 8
SAL/ 10 0.1 - - - - - - - - - -
MIN
MIN. 20 0.5 0.1 - - - - ' " - -
. 20 0.4 0.1 - - - -
0.2 - - - - - ' ' -
30 0.8 0.1 - - - -
30 1,1
- - - -
40 i.4 0.2 - - - -
40 1.9 0.3 0.1 - - -50 2.9 0.4 O.1 -
SO 2.1 0.3 0.1 - -
- - - - - - _
60 4.1 0.6 0.1 - - - ' ' "
60 2.4 0.4 0.1 - - - - -
70 5.4 0.8 0.1 0.1 - - - -
70 3.9 0.5 0.1 - - - - - -
8a - - 1.0 0.2 4.1 - - - - 80 5.0 0.7 0.2 0.1
40 - - 1.2 0.3 0.1 - - - -
40 - - 0.9 0.2 0.1
100 - - 1.5 0.4. 0.1 - - - -
loo - - 1.0 0.3 0.1
110 - - 1.7 0.4. 0.1 0.1, - - 110 - - 1.2 0.3 0.1
120 - - 2.0 0.5 0.1 0.1 - -
120 - - 1.5 0.4 0.1 - - _ _
130 - - 2.4 0.6 0.2 0.1 - - 130 - - 1.7 0. 0.1 0.1 G
140 - - 2.7 0.7 0.2 0.1 - - 140 - - 1.9 0.5 0.2 0.1 _ -
' 150 - - 3.1 0.8 0.3 0.1 - -
150 - - 2.2 0.5 0.2 0.1 - -
1b0 - - 3.5 0.9 0.3 0.1 - -
160 - - 2.5 0.6 0.2 0.1 - -
170 - - 3.9 1.0 0.3 0.1 - -
170 - - 2.8 0.7 0.2 0.1 - -
164 - - 4.3 i.! 0.4 0.1 - -
180 - - 3.1 0.8 0.3 0.1 - -
190 - - 4.8 1.2 0.4 0.2 - -
190 - - 3.4 0.8 0.3 0.1 - 7
200 - - 5.3 1.3 0.4 0.2 - - 200 - - 3.7 0.9 0.3 0:1 - -
210 - - - - 1.4 0.5 0.2 - - 210 - - 4.1 1.0 0.3 0.1 - -
220 - - - -• 1.5 0.5 0.2 0.1 220 - -. 4.5 1.1 0.4 0.2 - •
230 - - - - 1.7 0.6 0.2 0.1 230 - - 4.9 1.2 0.4 0.2 - -
240 - - - - 1.8 O.b 0.3 0.1
240 - - 5.3 1.3, 0.4 0.2 - -
250 - - - - 1.0 0.7 0.3 0.1 250 - - - - . 1.4 0.5 0.2 - -
260 - - - - 2.1 0.7 0.3 0.1 260 - - - - 1.5 0.5 0.2 0.1
270 - - - - 2.3 0.8- 0.3 0.1 270 - - - - 1.6 0.5 0.2 0.1
280 - - - - 2.4 0.8 0.3 0.1 280 - - - - 1.7 0.6 0.2 0.1
• 290 - - - - 2.6 0.9 0.4 0.1 2" - - - • 1.8 0.6 0.3 0.1
300 - - - - 2.7 0.9 0.4 0.1 300 - - - - 2.0 0.7 0.3 0.1
310 - - - - Z 9 1.0 0.4 0.1 310 - - - - 2.1 0.7 0.3 0.1
320 - - - - 3.1 1.0 0.4 0.1 32o - - - - 2.2 0.7 0.3 0.1
330 - - - - 3.3 1.1 0.5 0.1 330 - - - - 2.3 0.8 0.3 0.1
3.40 - - - - 3.5 1.2 0.5 0.1 340 2.5 0.8 0.3 0.1
350 - - - - LA 1.2 0.5 0.1 350 - - - - 2.6. 0.9 0.4 0.1
360 - - - - 3.9 1.3 0.5 0.1 360 - - - - - 0.9 0.4 0.1
.. 370 - - ' - - 4.0•• 1.4 0.6 0.1 370 - - 2.9 1.0 0.4 0.1
380 - - - - 4.2 1.4 0.6 0.1 380 - - - - 3.0 1.0 0.4 0.1
340 - - - - 4.5 1.5 O.b 0.2 390 - - - - 3.2 1.1 0.4 0.1
400 - - - - 4.1 1.6 • 0.6 0.2 400 - - - - 3.3 1.1 0.5 0.1
420 - - - - 5.1 1.7• 0.7 0.2 420 - - - - 3.6 1.2 0.5 0.1
- - - - . - - 1.9 .0.8 0.2 440 - - - - 4.0 1.3 0.6 0.1
460 - - - - - - 2.0 0.8 0.1 4b0 - - - - 4.3 1.5 O.b 0.1
. 484 - - - - - - 2.2 0.9 .. 0.2 480 - - - - 4.7 !.b O.b 0.2
500 - -. .- - 2.4 1.0 0.2 500 - - 5.0 1.7 0.7 0.2

TRAVEL SPEED CHART (INS/MIN)
LANE DEPTH OF WATER (INS)
GPM SPACING 1 1.5 2
FEET 0.4 0. 6 0.8
52 ^ 8 1. 9 1.4 1 . 1 0.7 0. 6
'' 1. 4 0. 9 0.7
,4 55 3.5 2.J 1.8 0. 8
8 5 5 4.2 2.8 2. 1
1 . 7 i . i
1 . 9 1. 3 0. 9
b 61. 4. 7 3.2 2.4 ,� 1 1 . 4- 1 . 1
7 64 5-3 . 5 2. 6 �..
3. 8 2. 9 2. 3 1 . 5 1 . 1
8 67 5. 7 1 .�
2 3. 1 5 1 . 7 .
9 bq 6. 3 4.... i . e 1 . 4
10 71 6. 8 3.4 2. 7 4. 5 1 . 8
15 8t� 9. 0 6.0 4.5 �. 6 2. 4,,. 1
20 5.7 4. 6 2. 3
84 11 . 5 7. 6
_ _ = 3.7 2. 8
25 87 13. 8 9.2 6. 9 J. J
3U 9. 6 7.2 5. 8 3. 9 L.
lu�� 9
14. 4
3 5 1(�5 16. 1 10.7 B. 0b 4
4. 3 3. 2
40 1 10 17. 5 11 . 7 8. 8 7. 0 4. 7 3. 5
45 115 16. 8 12.6 9. 4 7. 5 5. 0 3. 8
50 120 20. 1 13. 4 10.0 8. Q
5. 4 4. 0
� 4. 6
60 125 23. 1 15.4 11. 6 9. 2
b. 2
70 130 25. 9 17.3 13.0 10. 4 6. 9
J.
80 140 27. 5 1 B.% 13. 8 11 . 0 7.
-. 5. 5
90 155 28. 0 18. 6 14. 0 11 . 2 7. 5
5. 6
100 170 28. 3, 18. 9 14.2 1 1 . 3 7. 6 5. 7 �
120 180 3,2. 1 21 . 4 16. 1 12, 8 8. 6 6. 4
130 180 34, 82 3. 2 17. 4 1�. 9 7. 0
9. ��
-� 24.3 18.2 14. 6 9. 7 7. 3
140 185 -36. 4
25. 3 19. 0 15. 2 10. 1 7. 6
150 190 38. 0 10. 5 7. 9
1 bQ 195 39. 5 26. 3 19. 8 15. 8 10. 9 8. 2
170 1- 40. 9 27.3 20.5 16. 4
180 210 41 .3 27. 5 20.6 16. 5 11 . 0 8. 3
200 220 4�. 8 29,.2 21.9 17. 5 11 . 7 S. B
220 225 47. 1 31. 4 23.5 le. 8 12. 6 9. 4
240 230 50. 2 33. 5 25. 1 20. 1 175. 4 10. o
7
2U. 9 13. 9 10. 4
260 240 52. 2 34. 8 26. 1 14. 7 11 . 0
280 245 55. 0 36.7 27. 5 22. u
�� 38.5 28. 9 23. 1 15. 4 11 . 6
00 .�.JO 57. 8
3520 250 61 . 6 41 . 1 3 0.8 2 14. 7 16. 4 12.
3•40 255 64. 2 42. 8 32. 1 25.7 17. 1 12. 8
20 33.3 26. 7 17. 8 1-. 3
��6Q 6 bb. 7 44.4
-►
380 270 67. 8 45..2 33. q �7. 1 18. 1 13. b
400 280 66. 8 45.9 J4. 4 28. S 18. 9 14.2
470 2B5 71 . 0 47.3 35. 5 29. 7 19. 8 14. 9
440 285 74. 3 49.6 37.2 30. 6 20. 4 15. 3
460 290 76. 4 50. 9 38.2 -r 1
48C� 295 78.3 •�
T 52.2 39.2 31 . 3 20. 9 15. 7
500 300 80. 3 53.5 40. 1 3''. 1 21 . 4 16. 1
J 19. 26 X GPM
Formula: Ins/Min Travel Speed =
Lane Spacing X Depth ( Ins)

,
IPS
1 (200 PSI)
PVC . Pipe SDR-41(100 PSI)
SPECIFICATIONS DATA
PRODUCT DESCRIPTION PHYSICAL PROPERTIES
Diamond IPS pressure-rated PVC pipe (2" PROPERTIES OF PVC 12454-B (1120)
through 12") is made of compounds conforming Property ASTM Minimum
to material requirements of ASTM D2241 in Test
accordance with ASTM D1784. The pipe sizes Specific Gravity D 792 1.40
(4" through 12") are made with an integral Tensile Strength, psi D 638 7,000
bell which utilizes a gasket for sealing in Tensile Modulus, psi D 638 400,000
accordance with the requirements of ASTM IZOD Impact Strength, D 256 .65
F477. Integral sockets for solvent cementing ft., lb./in.
meet the requirements set forth in ASTM
D2672.
Diamond IPS pressure-rated PVC pipe meets all CHEMICAL RESISTANCE
the dimensional, chemical, and physical ASTM TEST
requirements as outlined in ASTM D2241. 93.0% Sulfuric Acid, D 543
Each male end shall be beveled to facilitate 14 Days Flotation at
joining and reference marked for assuring 55 + or -20 C
proper depth of insertion. Diamond furnished Change in.Weight,;7o - 0.I + 5.0
lubricant is to be used in the joining process. Change in Flex Strength, % -25.0 to + 5.0
ASTM Oil No. 3, 30 Day
Diamond IPS pressure-rated pipe is supplied in Immersion at 230 C
20-toot lengths. Change in Weight, % - 1.0 to 1.0
r+,F
p I Minimum ' I
Curve Radll
of Pipe
13

INSTALLATION
Table 4. IIESCRII.11111H (it MAIEPIAl. ICA I IIINS
III'-;(-Rlrl1IIN III
Mies. So' I
I*I.A%% I I 1�11_ %IAI I RIAI.
Ji.1111olld Agricul(und IVC Ilipc sll()ulcl he asscillbicd illid
-III --p-1--. Ill"'1 or. ......
-Ill Illd colitilluous support from n Fit llj.�15-10
IllswIled Willi tillifol
Wsc ill Icc()I'd;iticc With the i listl'I 1;1(ioll procedures provided
W,ll r.mi,.,rjA.clI Aa.0 r.". .�j
ill ASTM D2321,mid thehistaffittion Guidefol-PVC "'Wel- ull I M
4
from your ;.Ira„
w to a@ I_#Irtaiwol m Ms 4 toc.c I-lowe than 41%dt rye a�%l
"pocket-sind" cdili0II is available 1's.
rcprcScIIl;Ilivc or from Diamond Plastics Corpor;itioil-) C—ek,.ro
W'.11 fox,.,, Aj.h A..,ri"rik
Embedment inatcri-ils -tie to be ill -,iccord.-ince Willi soil sw
Inm pAo.eq M.4 tic.r 11-c than 9%'%I'VIA-wd No''*'al
ci;ls- ificd Soil Classific.-itioll w %4"..4­r­
.sific.1tiolis lisle! under Un FI-111 I-"-I'""-"'I'-' "'sh an
-
161..,than H.. 11:
ASTM D2487 mid As*rtvi D2488.
P-1 mr? .4
rt
Tc assemble, c1c.111 111.1filig Surfaces of the bell, spg iol, -.111d 4 P61­JI.A" ......
Apply gasket lubricant (furnished by Diamond N•.4 or., 161—It--,%lrt N""lot
Plastics Corlwr;ifioll) to the cnfirc spigot cild Up to the:
rcfcrciicc mark. Also, apply lubriciii( (o(lie contact surfing .41':A.......I—.—I——
of the gasket. A. I.J.­1 I
I'l."IV e, ............
..........
Willi the Pipe ill straight lliglllllc"(, push (lie sl)'got " to ­4......
%it"..4
the bell ul) (o (lie illsertion line. If I pry bar is used to
board kill
;11,111N. fk)lcc. the pipe should be protected by placing .1 60 %or; ter: .......
fit 6.gro.
jjeIwccjj the b.tr and the pipe.
complete the joint,disassemble the 1 V%,-,I% 1.�%.4 1...
If normal force does not
joint and miminc the parts to make cel-thill they .1re free of
obstiuctions. Visually inspect the completed joint to insure
(lie pskel ll;,.s not been dislodged.
.,.I.ASIM 11Iran 1#— P'"
.. I...... ­tl.AelM 1)219) """ .11. V".
Is...,n l'—w..1('13'.11 111,..4 Is.,Ill
Table 5
APPROXIMA IV (;Illl)E FOR F.S*I INIA I LD RANGE ill-* DEGRI"I"' The is most impol-I'llit to the SkIppoll
Ot* CONIPMA ION VERSliS ENIFIEDNIMU CLASS AND N11:11101) .11-ca should I"
OF I'LACE-NIENU As 1'17R(*ENI** OF STANDARD PROCTOR
Ill! RELMIVE Ill"NSIFY4 Pvc pip F e. or good suppoll, the hatt
OF Nsl I IL Ill! I (he Long Tcl
1 OR GRmNIII.Alt MATERIALS IN I;Alll:N-I*IIF..rolS*s colillizicted to the d'ellsilles glvcli, It
Denection char(.
CLASSOF
ell.03tel Flow GainAI%RRIAI.M SCRIP11"*4 (:rjmtl.v S.Vu lancl6cuori Mes
1.4-114.('Iran S4111% Figure 2.
I 4-tictouin n"4%t1T1e%0`11MI 13MFC
71 " A
hmd I A day 7%v.phl IPINI-flat"
1 1.1 Vrm Co.low R4rl;dlv:) lk-olmly R.#I,gr
VS lolt$
no-r.*
Pit 11111
miVt RON$ Cott
c.-numAjor h lat-3% pit 95
INS 7-ij p41 1411 tort st'll lurlt IN(
Cowl
Z
of r.1
(0 IM fills z
113nd ump %' r wanly l:or
....... ... ...
-a-In•lew-.les
X0.
X`....................
Rn
• Rebu%c Icn-,I.t%cw4cA in j13dCfI11l-Cw1L
Ili%L*1c 3t an arr"jim.,lic FuW dcrining a%clapr hex ttw dcn%itK-%amincal thrr"Th%AIK404
t,Lc%l4"j the tale iq ir4crulediciprevvitir plicLarage and I%
eneghftlo,ni uni ctnu4iddam in dollricni CIA
rwilm -onemalroff-velcurnw-c Actual dcign AlLw%oKmitl k devcknvd I-v the"time'few 4vc'l'c
%nd%xIMjjk mf4stvrc cmient%L

FRICTION LOSS CHARTS
FOR DIAMOND PIPE
IPS DIMENSION
w
p 4-Inch 5-Inch 6-Inch 8-Inch 10-Inch 12-Inch
Gallons
Per Min.
FRICTION 11E-AD LOSS IN FELT PER HUNDRED FEET
150 1.11
160 1.26
170 1.41
180 1.57
190 1.73
200 1.90
220 2.28 .81 .34 .09
240 2.67 .95 .40 .10
260 3.10 1.10 .46 .12
280 3.56 1.26 .54 .14
300 4 04 1.43 .61 .17
320 4.56 1.62 .69 .19
340 5.10 1.82 .77 .21
360 5.67 2.02 .86 .24
380 6.26 2.22 .95 .26
400 6.90 2.45 1.04 .28 .10
420 2.69 1.14 .31 .10
440 2.92 1.25 .34 .11
460 3.18 1.35 .37 .12
480 3.44 1.46 .41 .14
500 3.70 1.58 .43 .15 .060
550 1.89 .52 .18 .083
600 2.22 .61 .21 .096
650 2.58 .71 .24 .110
700 2.96 .81 ?_8 125
750 3.36 .93 .32 .141
800 3.78 1.04 .36 .158
850 4.24 1.17 .40 .175
900 Table based on Hazen-Williams 4.71 1.30 .44 .194
950 equation-Cw = 150 5.21 1.44 .49 .213
1000 5.73 1.58 .54 .233
1/ To find friction head loss in
1050 PVC pipe having a standard 1.73 .59 .254
1100 dimension ratio other than 21, 1.88 .65 .276
1150 the values in the table should 2.05 .70 •298
1200 be multiplied by the 2.21 .76 .322
1250 appropriate conversion factor 2.39 .82 .346
1300 (F) shown below: 2.57 .88 .371
1350 2.76 .95 .397
1400 2.95 1.01 .423
1450 suR PR F 3.16 1.08 •451
1500 21 200 PSI 1.00 3.35 1.15 .508
1600 26 160 PSI .91 1.30 .568
1700 32.5 125 PSI .84 1.45 .632
1800 41 100 PSI .785 1.62 .698
1900 51 80 PSI .75 1.79 .767
2000 64 63 PSI .71 1.97 .840
Loss below bold line indicates velocities in excess of 5 feet per second.
Velocities which exceed 5 feet per second are not recommended.
Pan#- 2

be fabricated in almost any configuration. Some Lejxy coated fittings
include stacks and hydrants as an integral part of the fitting.
Occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with a coupling called a
transition or repair coupling. In-line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe. Most thrust
tanlocks
will be concrete. Manufacturers recommended thrust y
change in direction greater than 100. Figure 1 gives an example of
different arrangements for thrust bloc's.
11114 11 INV
i
'.•�•� ' :. AMR :::•;.
Figure 1. Example of different arrangements for thrust blu6,s.
-5-

' 'f
Figure 2. Anchorage blocks for in-line valves.
Table 1 is the forces encountered at end plugs . to calculate
forces encountered at bends, tees and wyes, multiply the figure in
Table 1 by the factors given in Table 2. ,
Table 1. Thrust b1 at End Plugs
Thrust in lbs . for test pressure in si
Pipe Diameter 100 PSI 150 PSI 200 PSI 250 PSI
(inches)
1•'i 295 440 590 740
2 455 680 910 1140
660 990 1320 1650
3 985 1480 1970
2'2 2460
4 1820 2720 3630 4 540
7460 9350
6 3740 5600
8 6490 9740 13,000 16,200
00
10 10,650- 16,000 21 ,300
12 151,150 22,700 30,200 37,800
00
14 20,600 30,800 41,100 66,400
16 26,600 39,800 53, 1
• -6-

:. Table 2. Factors for Calculating Thrust W for
4 " Elbows and Tees.
Elbows: 900 = 1.41 Tees = 0.70 Z--
600 = 1.00
450 = 0.76 k-'
300 = 0.52
.22.50 = 0.39
Table 3 gives the safe bearing load- for different soil types.
Table 3. Safe Bearing Load
Soil lb/ft2
Mulch, peat and similar 0
Sof
t Clay 1000 / 16)
Sand 2000 r--
Sand and gravel 3000
Sand and gravel cemented
with clay 4000
Hard shale 10,000
Thrust block area (ft2) _ W = Thrust (Table 1 & Table*2)
:l* Soil bear'ing strength (Table 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
being used.
There are a number of machines that can be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content, depth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches, backhoes, or vibrating plows
will be used for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter of pipe. Under most conditions the chain- trencher or wheel
trencher will be faster than the backhoe. Where wide trenches for large
pipe are required, the bac khoe will be most satisfactory. If soil
conditions permit, long stretches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line at obstructions,
trenches should be curved within limits of curvature of the pipe.
-7- .

(C .�
Ni
tow
+ts ,�v� r'L � - � �y-�]` �/p ` �Tir ._^may! �may..� ,1+3•f, ( S
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k4 • y T,..+ .E _'1Jspt1'.K!y �t ! air"•^Y ,T .+ .. �'•is= wP�'.a`pLp. y_,. j—��
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ate.T ��}� - .,J� ry 'a 'i/� •�...:. irs:[`rr�Y.�
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le
`'Y.� � ""' - y^... �-t,.�6yC9���1'.� _ 2 ...r... �}~^;? .:.•" . f j� a't � �. '^I. Y
ow4 �.` J !yv I,,��l Ij t', .. _ 1 '� 1� "11.::� •� .n
t3k.t�:.Tir r • ; ` �� 1 • .r .r r 8 0 ; �� ..Z,a `Y�.s- .-:tSP ��S" ��4�
r
i. _ � �� ; .� � b:,.'•1'7',,0•r� i�. \ -r`� d `v �� � � : I� 7 .(�i. r•�_.+. 'n'y ihi••..v � ,=.t�.-? _ '•'!�-0 .'.' Aiti._'' _ ::' �.�,,:tr .`.'c*�'91'��' N u- I �i'�. z�tl�.� ;:Ma•ru,'{ �e}. . � s",``,II!!��
' � ... � � r.• .F . r... ttaA Y•.. I • c 4
'�1 � ��.�'• -F..:- ..1;.Z' I•+•F •xJ r ^^-1.,Ci 7 `g ,LLL�a1Y.�/����...�s�:o- ...+ ..���
Ott
.fi 1 � 'i^ y :.^ -> r � � � • . . + _ 'y^'.•r1'_ _�a. y..�:.� •�'•'�a��A /.' �' r ��..A :1:.:�:'._w. •I:ti,a
_ ....ter. tel: �.. .• � Y•_ � _,,,•. '� .• .rf Y� � .-:1�rD:.wl�

NC EHNR NC-ACSP-11
DSWC NORTH CAROLINA (revised 1/87)
AGRICULTURAL COST SHARE PROGRAM
PLAN OF OPERATIONS
&-V at�/
NAME Randy Kennedy COUNTY STATE CONTRACT NUMBER TOTAL ACRES ANIMAL TYPE/NUMBER
ADDRESS 749 Sandy Ridge Rd. DUPLIN NC 31-95-01-02 42.67 swine 2464
-----------------------------------------------------------------------------------------------------------------------------------
ITEM IFIELD I PLANNED I JAVERAGE I COST ( ( ( I SOIL LOSS
NUMBER INUMBER ( TREATMENT AMOUNT UNITS ( COSTS I SHARE 95 96 97 PRE I POST
-----------------------------------------------------------------------------RATE --jtl
J'-------------------------------- - ---------
DRY HYDRANTS FOR SWINE IRRIGATION
-----------------------------------------------------------------------------------------------------------------------------------
Install dry hydrants according
--------7- � to the attached design
-'----'--------------------------------------------------------------------------- ---------------------- ----------
ldry hydrants 8no. 250.00 0.75 1500.00
-----------------------------------------------------------------------------------------------------------------------------------
class 200 psi irr. pipe 2680feet 2.75 0.75 S527.50
-----------------------------------------------------------------------------------------------------------------------------------
PUMP 75!k of act.cost NTE $2400 1 no. 2400.00 0.75 1800.00
-----------------------------------------------------------------------------------------------------------------------------------
-----------------------------------------------------------------------------------------------------------------------------------
-----------------------------------------------------------------------------------------------------------------------------------
--)e1q,--------------------A --------------------------------------------------------------.--------------------------------------------------------------------------
-----------------------------------------------------------------------------------------------------------------------------------
. nnS7Zallc 4 accor 4/t c d, qj //
-----------------------------------------------------------------------------------------------------------------------------------
-----------------------------------------------------------------------------------------------,--1 -----------------------------
-------------------------------------------------------------------------------------9�_/ 7 - 8----------------------------
------------------------------------------------------------------------------------- �q►4--o-,a----------------------------------
t.
—e829.50
Technical Representative Date

NC EHNR NC-ACSP-11A
DSWC NORTH CAROLINA (revised 6/25/92)
t AGRICULTURAL COST SHARE PROGRAM
PLAN OF OPERATIONS
NAME Randy W. Kennedy COUNTY STATE AGREEMENT NUMBER TOTAL ACRES ANIMAL TYPE/NUMBER
ADDRESS 749 Sand Ridge Rd DUPLIN NC 31-95-01-02 .SlZ.��' Swine 2464
-----------------------------------------------------------------------------------------------------------------------------------
I TIME SCHEDULE I
I ESTIMATED COST SHARE BY PROGRAM YEAR I
I (FOR NON-COST SHARE ITEMS SHOW UNITS) I SOIL LOSS
I 1995 1996 1997 I PRE I POST
------------------------------------------------------------------------------------ 0--------i-----------------------------
I
ANNUAL COSTS: I 13774.15 0 0 I I
--� -re ------- -----------------------------------
,��soo •(•�•�' I I I
TOTAL COST SHARE: �TS I I I
-----------------------------------------------------------------------------------------------------------------------------------
WHAT LEVEL OF DESIGN APPROVAL IS THE HIGHEST REQUIRED IN THI CPO? (CHECK ONE)
FIELD OFFICE AREA OFFICE STATE OFFICE NTC
The cooperator agrees to apply the planned treatment according to the standards and specifications approved by the Division of Soil
and Water Conservation. Failure to carry out the un-numbered items (un) does not consitute non compliance with the contract.
The cooperator agrees to maintain the striperopping system for 5 years, sod based rotation for a minimum of months in sod,
and all other practices 10 years except for conservation tillage and land application of animal waste which are annual
practices. The cooperator also agrees to fully implement the Waste Management Plan (WMP) that is a part of the Plan of Operation.
I understand that I am responsible for the maintenance of all equipment : ex P__ 4
for the 10 year life of the practice.
Landowner/participant is not a district supervisor.
-------------------------- -----------------------------------------------------------------------------------------------------
AGREED TO BY:
---------------- - - - - --�=------------ - --- -------------------------------------------------------
COOPERATOR: h /
TECHNICAL REPRESENTATIVE DATE
DISTRICT CHAIRMAN DATE
---------------------------------------------------------------------------------------------------------------------------------
*CPO and payment contingent on approval by NPS Section, Division of Soil and Water Conservation, NC DEHNR

ell
A 'Ode/fr
NAME: RANDY KENNEDY
ADDRESS: ROUTE
PINK HILL, NC 28572
TYPE AND SIZE TOPPING HOGS - 1240 HEAD)
OF OPERATION
CLASS III
DESIGNED BY MATTHEW J . KINANE
DATE 01-28 7
APPROVED BY KENNETH R. FUTREAL
DATE 02-19-87
PERMAMENT STORAGE
1240 Hogs ;: 135 Ibs per Flag 1 Cu Ft per I b.
F 167400 Cu Ft
TEMPORARY STORAGE
167400 Ibs of animal x 1 .35 cu. ft . of waste per day 4067:; Cu Ft
per 1000 Ibs of animal wt. :. 180 days
RAINFALL LESS EVAPORATION
7" K 46250 sq . ft . surface area per 12"per- ft 26979 Cu Ft
RAINFALL - 25 YR. 1 DAY STORM
7.5" `h 46250 spa . ft. of surface area per 12" per ft . 28906. C.0 Ft
TOTAL STORAGE NEEDED 964 Cu Ft
Y. 9T76 Cu Yds
TOTAL STORAGE AVAILABLE 27 867 Cu Ft
10143 Cu Yds
AMOUNT OF FILL DIKE 10F,24=; Cu Ft
FAD 114575 Cu Ft
TOTAL 219:18 Cu Ft
SETTLEMENT 10% Z1982 Cu Ft
TOTAL AMOUNT OF FILL 241799 Cu Ft
8956 Cu Yds
-UT TO FILL RATIii TOTAL EXCAVATION 296735 Cu Ft
1 . 1 IOQ'=10 Cu Yds

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NAME: RANDY KENNEDY
APPROXIMATE NITROGEN CONTENT THAT WILL BE PRODUCED PER YEAR
NITROGEN (M) - 0.48 LBS PER 1000 LBS OF ANIMAL WT" X 365 DAYS
(N) - 0.48 m 167400 x 365
----------------------------------
1000
(N) - 29328.48 LBS
IT IS ESTIMATED THAT APPROXIMATELY 25 % OF THE NITROGEN WILL BE
AVAILABLE FOR USE AS FERTILIZER
THE FOLLOWING AMOUNT CAN BE APPLIED ON THE LAND
7332. 12 LBS.
IF APPLIED AT THE RATE OF 200 LBS PER ACRE ON CROPLAND THEN
36.6606 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
IF APPLIED AT THE RATE OF 400 LBS PER ACRE ON PASTURELAND
18.3303 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
IN RALEIGH IS MAKING SOME TEST ON A LIMITED BASIS. YOU SHOULD
CONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALEIGH N.C. 27611
PHONE: [phone]
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION
SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
BEGIN PUMPING THE EFFLUENT WHEN ELEVATION 53.0
THE FLUID LEVEL REACHES
DO NOT LOWER THE FLUID ANY ELEVATION 51 .0
LOWER THAN

-
/
NAME: RANDY KENNEDY
SEEDING SPECIFICATIONS '
AREA TO BE SEEDED 3 AC.
APPLY THE FOLLOWING
3000 LBS. 8-8~8 FERTILIZER
6 TONS DOLOMITIC LIMESTONE
300 BALES SMALL GRAIN STRAW
USE THE SEED MIXTURE
INDICATED
� ) 150 LBS. FESCUE GRASS
105 LBS. OATS
150 LBS. 8AHIA GRASS
( � 12 LBS. WEEPING LOVE GRASS
< ) 36 LBS. HULLED BERMUDA GRASS
^�
60 LBS. UNHULLED BERMUDA GRASS
DIVERT ALL WATER TO A STABLE OUTLET
THE NEAREST RESIDENCE IS 1Z00 FT.
T.B.M. ELEVATION 50.00
DESCRIPTION ' NAIL IN 8" LONGLEAF PINE, APPROXIMATELY 50 FEET
EAST OF STATION D; 2+70.

V • O
NAME: RANDY KENNEDY
DEPTH [AREA OF TOP + AREA OF BOTTOM + 4 X AREA OF MIDSECTION
VOLUME = --------- --------------------------------------------------
6.0 27
DEPTH I L x W + L X W + 4 X L X W ]
VOLUME = --------- ---------------------------------------
6 27
8.0 C 175 X 240 + 1 B5 X 200 + 4 X 155 X Z203
VOLUME = --------- -------------------------------------------------
. 6.0 27
8.0 C 2054003
VOLUME = --------- --------
6.0 27
27:3866.7 CU. FT.
VOLUME = ---------
27.0
VOLUME = 10143.2 CU.YDS.
46250.0 s q.f t.
26-3963.6 cu. ft. needed
SIDE SLOPES 2.5: 1

1
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NAME: Randy W. Kennedy PAGE 2
ADDRESS: Rte. 2 Box 160B
Pink Hill , NC 28572
TYPE AND SIZE 1224
OF OPERATION Top/Hogs
CLASS III
DESIGNED BY Billy Houston, DCT
DATE 1/16/90
APPROVED BY
DATE 1
PERMANENT STORAGE
1224 Hogs x 135 Ibs per hog 1 Cu Ft per lb. 165240 Cu Ft
TEMPORARY STORAGE
165240 Ibs of animal x 1 .35 cu. ft. of waste per day 40153 Cu Ft
per 1000 Ibs of animal wt. x 180 days
RAINFALL LESS EVAPORATION
7" X 42000 sq. ft. surface area per 12"per ft 24500 Cu Ft
RAINFALL — 25 YR. 1 DAY STORM
7:5" X . 42000--sq.--ft.- - of surface- area- per 12" per ft. 26250 Cu- Ft
TOTAL STORAGE NEEDED 256143 Cu Ft
9487 Cu Yds
TOTAL STORAGE AVAILABLE 268440 Cu Ft
9942 Cu Yds
AMOUNT OF FILL DIKE 145340 Cu Ft
PAD 9600 Cu Ft
TOTAL 154940 Cu Ft
SETTLEMENT 10% 15494 Cu Ft
TOTAL AMOUNT OF FILL 170434 Cu Ft
6312 Cu Yds
CUT TO FILL RATIO- TOTAL EXCAVATION 185500 Cu Ft
1 . 1 : 1 6870 Cu Yds
c Note : FIT D;r+ /May 8a Grose.
ka,5ooa May Be Deepened 7ro 6e-+
iQv1;, ;eoa1 Fill Dirt I-F Needed.

y
PAGE 3
NAME: Randy W. Kennedy
OPERATION AND MAINTENANCE
This lagoon is designed for waste treatment with minimum odor
control . The time required for the planned fluid level to be
reached may vary due to soil conditions , flushing operations , and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal . Irrigation by using center pivot, gun , or
trav I er is the preferred and most efficient method to dispose of
the effluent from the lagoon . Care should be taken when applying
waste to prevent damage to the crops and to prevent runoff from
the f ields .
The following items are to be carried out:
1 . Begin pump-out of the lagoon when fluid level reaches invert
of the outlet pipes or at a pre-determined elevation .
2. Stop pump-out before the lagoon depth is less than 6 feet
deep or at a pre-determined depth. (This prevents the loss of
favorable bacteria)
3. The recommended amount to apply per irrigation is one inch,
and maximum recommended application rate is 0.5 inch per hour.
4. It is recommended that the treatment lagoon be precharged to
1/2 its capacity to prevent excessive odors during beginning
stages of the operation . Precharging reduces the concentration of
the initial waste entering the lagoon thereby reducing odors .
Solids should be covered with water at all times.
5. Keep vegetation on the embankment and areas around the lagoon
and buildings mowed .
6. Repair any eroded areas and establish in vegetation .
7. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Natural Resources and Community Development (DNRCD) , Wastewater
Management Section , has the responsibility for enforcing this
law.
S. Al I surface water i s to be d i verted f rom the I agoon to an
adequate and stable outlet.

NAME: Randy W. Kennedy PAGE 4
APPROXIMATE NITROGEN AND PHOSPHORUS THAT WILL BE PRODUCED PER
YEAR
NITROGEN (N) 28950.05LBS TONS OF WASTE STORED
40.71TONS
PHOSPHORUS (P) 8443.76LBS
IT IS ESTIMATED THAT APPROXIMATELY 25 X OF THE NITROGEN WILL BE
AVAILABLE FOR USE AS FERTILIZER
THE FOLLOWING AMOUNT CAN BE APPLIED ON THE LAND
7237.51 LBS.
IF APPLIED AT THE RATE OF 200 LBS PER ACRE ON CROPLAND _.. . _____
23.00 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
IF APPLIED AT THE RATE OF 325 LBS PER ACRE ON COASTAL BERMUDA
9.00 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
BEFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
TO DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
IN RALEIGH IS MAKING SOME TEST ON A LIMITED BASIS. YOU SHOULD
CONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALEIGH N.C. 27611
PHONE: [phone]
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION
SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
16 AC OF LAND AVAILABLE FOR APPLICATION OF EFFLUENT
AC OF CORN WILL UTILIZE 0 LBS. OF NITROGEN
AC OF FESCUE WILL UTILIZE 0 LBS, OF NITROGEN
16AC OF BERMUDA WILL UTILIZE 100% OF NITROGEN
BEGIN PUMPING THE EFFLUENT WHEN
THE FLUID LEVEL REACHES Elev . 48.0 Bottom of Outlet
------------------------------
DO NOT LOWER THE FLUID ANY
LOWER THAN Elev . 45.0 3 Ft. Below Outlet
------------------------------
THE EFFLUENT SHOULD BE APPLIED AT A RATE THAT WILL NOT CAUSE ANY
RUNOFF ONTO SURROUNDING AREAS OR LEACHING INTO THE GROUND WATER
RECOMMENDED APPPLICATION RATE IS 0.5 INCHES PER HOUR AND THE
MAXIMUM RECOMMENDED APPLICATION AMOUNT IS 1 INCH PER IRRGATION

NAME: Randy W. Kennedy PAGE 5
SEEDING SPECIFICATIONS
AREA TO BE SEEDED 2 AC.
APPLY THE FOLLOWING
2000 LBS. 8-8-8 FERTILIZER
4 TONS DOLOMITIC LIMESTONE
200 BALES SMALL GRAIN STRAW
USE THE SEED MIXTURE
INDICATED
( > 100 LBS. FESCUE GRASS
< > 70 LBS. OATS
( > 100 LBS. BAHIA GRASS
( > 8 LBS. WEEPING LOVE GRASS
(X) 24 LBS. HULLED BERMUDA GRASS
< > 40 LBS. UNHULLED BERMUDA GRASS
DIVERT ALL WATER TO A STABLE OUTLET
THE NEAREST RESIDENCE IS 1200 FT.
T.B.M. 50.00 ELEVATION
DESCRIPTION North side C/L of feed bin pad
on house #2
VERY IMPORTANT — PLEASE READ CAREFULLY
--------------------------------------
THE LAGOON AND THE AREA AROUND THE HOG HOUSES MUST BE SEEDED WITH
EITHER A TEMPORARY OR PERMANENT GRASS, DEPENDING ON THE TIME OF THE
YEAR, WITHIN THIRTY (30) DAYS FROM THE TIME THE BUILDINGS ARE COM—
PLETED AND READY FOR USE. (WE RECOMMD THAHAT THE LAGOON AREA, SIDE
SLOPES, DRAINS AND ETC. . AS WELL AS THE SIDE SLOPES OF THE PAD BE
SEEDED WITHIN FIFTEEN (15) DAYS AFTER CONSTRUCTION. THE SOIL WILL
NOT DRY OUT AS MUCH IF SEEDED WITHIN THIS TIME FRAME WHICH WILL
RESULT IN A MUCH BETTER STAND OF GRASS. )

NAME: Randy W. Kennedy PAGE 6
DEPTH [AREA OF TOP + AREA OF BOTTOM + 4 X AREA OF MIDSECTION]
VOLUME = --------- --------------------------------------------------
6.0 27
DEPTH I L X W + L X W + 4 X L X W I
VOLUME = --------- ---------------------------------------
6 27
10.0 [ 188 X 198 + 128 X 138 + 4 X 158 X 1681
VOLUME = --------- -------------------------------------------------
6.0 27
10.0 [ 1610641
VOLUME = --------- --------
6.0 27
268440.0 CU. FT.
VOLUME = ---------
27.0
VOLUME = 9942.2 CU.YDS.
42000.0 s q .f t.
256143.3 cu. f t. needed
SIDE SLOPES 3: 1

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INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific.Practices
(Liquid Systems)
Flush Gutters Accumulation of solids ( lush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
(move bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids ( aintain lagoons, settling basins and .
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30%of surface.
Excessive Vegetative Decaying vegetation (Maintain vegetative control along banks,of
Growth lagoons and other impoundments to prevent
accumulation.of decaying vegetative matter
along vsrater'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

1 - •tit• ,
a
Dry Manure Handling Accumulations of animal wastes () Remove spillage on a routine basis(e.g.7-10 dey
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 (Main 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.
(Landowner Signature)
aA YR.4 4 P'rj.', r(X/%V"
(Farm N me)
�10
(Facility Number)
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 egetative or wooded buffers;
( ecommended best management
practices;
(�}-6'dod judgment and common sense
Animal body surfaces Dirty manure-covered animals (,LZW floors
Floor surfaces Wet manure-covered floors (�otted floors;
( aterers located over slotted floors;
( eed rs at high end of solid floors;
( cr a manure buildup from floors;
(;;nderfl
oor ventilation for drying
Manure collection pits Urine ( equent manure removal by flush,pit
rec arge.or scrape
Parital micorbial decomposition (Knderfloor ventilation
Ventilation exhaust fans Volatile gases; ( an aintenance;
Dust - ( ficient air movement -
Indoor surfaces Dust ( ashdown between groups of animals
() 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 (44nderflo6r 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 () Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions Zv0
er lagoon liquid capacity
Biological mixing
ct lagoon startup procedures
Agitation ( surface area-to-volume ratio
( nimum agitation when pumping
() Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation (Y16rigate on dry days with little or no wind
Wind draft (minimum recommended operation pressure
('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 emptying () Remove settled solids regularly
Manure,slurry or sludge Agitation when spreading ( oil' jection of slurry/sludges
P
s reader outlets Volatile gas emissions (:::;;ash residual manure from spreader after use
()Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying ( o nfection of slurry/sludges
or sludge on field surfaces ( of corporation within 48 hours
( pread in thin uniform layers for rapid drying
()Proven biological additives or oxidants
Dead animals Carcass decomposition (+-!oper disposition of carcasses
Dead animal disposal Carcass decomposition O Complete covering of carcasses in burial pits
pits - (-) Properlocation/construction of disposal pits
Incinerators Incomplete combustion ()Secondary stack burners
Standing water around Improper drainage (LaKde 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;EBAJE 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;PR0107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( �ertain 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

s - -
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. 106-168.7
( ) 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)

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
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: W'es-�-o
b. Contractors Address: 16_.I bl L My., t4l bl P Ak- R;ll.N A,$*C-1)
c. Contractors Phone: q(o :, 61k-3&4
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: U.f 12,0 — N P,('
b. Phone: q l o
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

. 1
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. 106-168.7
( } 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 o.n 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 pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough.so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding !,hould 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 1-000 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.
I.. .l

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 2hould 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.
Prevept 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:

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.