310385_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee-
1. Farm Number: 31-0385 Certificate Of Coverage Number: AWS310385
2. Facility Name: Hillari Farm
3. Landowner's Name(same as on the Waste Management Plan): Earnest R Kennedy
4. Landowner's Mailing Address: 116 Church Rd
City: Pink Hill State: NC Zip: 28572-7536
Telephone Number: 910-298-5347 Ext. E-mail:
5. Facility's Physical Address: 49116 s4 tjWc e. '
t, 7
City: let!` State: A)L Zip:
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Earnest R.Kennedy Phone No.: 910-298-5347 OIC#: 17234
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Pennit: Operations Type Allowable Count
Swine-Feeder to Finish 1,276
Operation Types;
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
Rx3 Z� 6 CIAU :53-7tqq9 53 03 19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components%
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes my false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (I8 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: &4A&ite 4 Title: —'&M er
Signature: EQING tr f d Date:
Name: Title:
Signature: Date: - -
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR -
Animal Feeding Operations Program _
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02I2019

Version—November 26,2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should beat least one foot above the seasonal
high water table.Attach burial location map and plan.
❑ Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
✓� Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
QA 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).
QAny method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm owner/Nfanager Date
3
Signature of IfichhnicalSpecialist Date

Nutrient Management Plan For Animal Waste Utilization
04-13-2011
This plan has been prepared for: This plan has been developed by:
Earnest R Kennedy(Hillari Farm) 31-385 Ronnie G. Kennedy Jr.
Earnest R Kennedy Agriment Services, Inc.
116 Church Rd. PO Box 1096
Pink Hill, NC 28572 Beulaville, NC 28518
910-298-5347 252-568-2
eveloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above.I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature( caner) 001* Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: ,
echnical Specialist Signature Date
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278067 Database Version 3.1 Date Printed: 04-13-2011 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 1,182,852 gals/year by a 1,276
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 2724
Incorporated 4679
Injected 5153
Irrigated 2961
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (ibs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 2,961 3839 -878 135339454 -350,602
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Note: In source ID,S means standard source,U means user defined source.
*Max.Available PAN is calculated on the basis of the actual application method(s)identified in the plan for this source.
278067 Database Version 3.1 Date Printed: 04-13-2011 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
6192 1 5.60 4.06 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 6.0 Tons
6192 2 12.20 9.90 N/A Foreston Small Grain Overseed 1.0 Tons
Hybrid Bennudagrass Pasture 1 6.0 Tons
PLAN TOTALS: 17.80 13.96
Li Potential Led chin Technical.Guidance
"
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<=10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
278067 Database Version 3.1 Date Printed 4/13/2011
PCS Page 1 of 1
NOTE: Symbol*means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that 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 Comm Res. Manure Liquid Solid Liquid Solid
PA Fen. Qbs/A) PA ManurcA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Feld)
(lbs/A) Qbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
6192 1 1 1 S7 Foreston 5.60 4.06 Small Grain Overseed I.0 Tans 10/1-3/31 50 0 1 0 Inig. 1 501 19.97 0.00 81.091 0.00
6192 1 S7 Foreston 5.60 4.06 Hybrid Bermudagmss Pasture 6.0 Tons 3/1.9/31 •225 0 0 Irrig. 225 89.87 0.00 364.89 0.00
6192 2 S7 Foreston 12.20 9.90 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 197.72 0.00
6192 2 S7 Foreston I2.20 9.90 Hybrid Bermudagmss Pasture 6.0 Tons 3/1-9/30 '225 0 0 1 Irrig. 1 225 89.87 0.00 889.76 0.00
Total Applied,1000 gallons 1,533.45
Total Produced, 1000 gallons 1,182.95
Balance, 1000 gallons -350.60
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.
278067 Database Version 3.1 Date Printed:4/132011 WUT Page I of I

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
('"I" 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)
6192 1 Foreston 0.50 1.0
6192 2 lForeston 0.50 1.0
278067 Database Version 3.1 Date Printed 4/13/2011 IAF Page 1 of 1
NOTE: Symbol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should betaken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
Corn 120 bu 150 13.16 16.00 31.99 47.99
Hay 6 ton R.Y.E. 300 26.32 8.00 16.00 23.99
Soybean 40 bu 1 160 14.04 15.00 29.99 44.99
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278067 Database Version 3.1 Date Printed: 04-13-2011 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacity a s
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 80
1 2 69
1 3 94
1 4 103
1 5 149
1 6 180
1 7 180
1 8 180
1 9 180
1 10 166
1 11 153
1 12 131
*Available Storage Capacity is calculated as of the end of each month.
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278067 Database Version 3.1 Date Printed: 04-13-2011 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
L Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner,who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
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278067 Database Version 3.1 Date Printed:4/13/2011 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
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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278067 Database Version 3.1 Date Printed:4/13/2011 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility sus is to be ended or terminated the
P
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
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278067 Database Version 3.1 Date Printed:4/13/2011 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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278067 Database Version 3.1 Date Printed:4/13/2011 Specification Page 4

� e
Crop Notes
The following crop note applies to field(s): 1,2
Small Grain: CP,Mineral Soil, low-leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20.For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU"Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre.Plant all these small grains at 1-1 1/2"deep.Adequate depth control is
essential. Review the NCSU Official Variety"green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): 1,2
Bermudagrass CP,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar.31.Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
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278067 Database Version 3.1 Date Printed: 04-13-2011 Crop Note Page 1 of 1

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: ZZ-- -iYP SJ` UL &uvti V County: i
Address:
ti1r. 1;20 F 79 Date: —y G-97
Telephone: Z
TABLE 1 - Field Specifications 1
Approximate Maximum
Maximum Maximum Application
Useable Size Application por Irrigation
Field of Field Slope Rate Cycle
Number2 (acres) Soil Type ('/.) Crop(s) (Inlhr) (inches) Comments
1/.o6 I ra,r,- a I I 1
la -vl I G I !
I I I 1 !
!
I ! 1 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.
'See attached map provided by the SWCD Field Office for field location(s).
2Total field acreage minus required buffer areas.
'Refer 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.
Irrigation Parameters USDA-NRCS
October 1995 •- page-1 North Carolina

TABLF-i - -Traveling Irrigation Gun Settings I I
OZ 4 j uu r
Make, Mode)and Type of Equipment. V Z jo V e c
1� EQUIPMENT SETTINGS
Flold No' Travel Application TRAVEL LAHF wetted Noale Operating Dpemling
and Speed Rate Effoctive Effoctiva Diameter Diameter Pressure Pressure Arc
llydrant Noe (rHmin) Inlhr) I Width(Ft) Length(ft) lfeet) (inchos) Gun(psi) P Rool(psi) Pattern Cornments
1 09 S I -3oo I a,79
47 ! O 79 I 3clo ^ 9 x 77 �I95
33V7 rpI r Go 1 a
sd I I . 97 ! a I27 1 0eP I "Y 2 E3y.a(
7a t r ��G
1 1 I I I I I
! I 1 I I I 1 I
I I I I I
f I I I i I I 4 1 1
i I I I E I I I I I
I I I I i I I I
I I I 1 I I I I I I
'See attached map provided by the SWCD Field Office for field location(s).
2Show separate entries for each hydrant location in each field.
i '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.
t
USDA-NRCS
Irrigation Parameters
PaSe 2 North Carolina
October 1995

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e VeA-
/b 3.37 3 X /off l t 3 , s'$ �S� o-� .
__�_._ _. ___. .a_ _.._.. _. 4y. 1r/_ff

y4.rc c�
E
40
/�y �G — =�35�o , a
J11J T /`7�

TABLE 4 - Irrigation System Specifications
ITraveling Solid Set
Irrigation Gun Irrigation
Flow Rats of Sprinkler(gpm) /•
Operating Pressure at Pump(pal)
Design Precipitation Rite(Inlhr) ( . I
Hose Length(feet) I 1y�0 XXxWUUC
Type of Speed Compensation I,*e / X""xx
Pump Type(PTO,Engine,Electric) I I
Pump Power Requirement(hp) I
I
TABLE 5 - Thrust Block Specifications'
Designer may,provide thrust block details on separate sheet. ��
• THRUST BLOCK
LOCATION AREA (sq.ft.) 7-�wv-
"/ �l-
90'Bend
Dead End 1 7
Tee
iSec USDA-NRCS field OMce Technical Guide,Section 1V,Practice Code 430-DI).
Irrigation Parameters USDA-NRCS
4Jctditr 1995 ., page4 North Carolina

IRRIGATION SYSTEM DESIGNER
Name:
Company: 1- ,`/lirir
Address: (�', O lgrl!�-
Phone: �/G —2 S5 5-3-9-
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 5? feet wide or wider must be maintained between the limits of the irrigation system and all perennial
streams and surface waters per DEHNR-DEM Code Section 15A NCAC 2B .0200 - Waste Not Discharged to Surface
Waters.
i
Irrigation Parameters USDA-NRCS
Octdb6r 1995 page-5 North Carolina

Narrative of Irrigation Js tem 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.
. o
/ _
�+ e?-- &Tig4f 0 /
O1-- ( 'h. I
� � r
i A
f /
L.` ,e E ` F `
o ' r
1.
t2
I
:y_,• � 'lam I.
IrTtgaUon Parameters USDA-MRCS
Odo6er 1995 page-8 North Carolina

oar e ..
a , I- rile :No
Offic
e .�. O ce Bog 489
b 1357 N.Norwood St.
Phone: Wallace,N.C.28466 !
910-28"582 FAM
910.28"1"
TO: DATE:
PROJECT:
PROPOSAL AND CONTRACT AGREEMENT
FOR
IRRIGATION SYSTEMS&EQUIPMENT ,
x90 ero,aa y
.f Y cl3 8ri,00355 �
�� C'2 g�:av �-SS CFOD`'
-5z
7e 0
`07
3- lY7-�rSk S elo&,o Cj
"
-- y
77 A&PO
41 , *� '
70 X lo,. 4��r Arr X�'
This proposal shall not become bindng to the purchaser until signed by both the purchaser and the' I
DATE: G
DATE. -:
PURCHASER -
SELLER:
. SELLER: _

hereby give you, ; TI
Landowner
permission to apply the litter
from your poultry operation on ,.:�O acres of my land. This permission
is granted for the life of the proposed poultry operation.
The litter is to be applied in a manner that will not cause any
problems: For example - after applying the litter, disk in and seed a
cover crop or plant a row crop.
The litter will be applied in a manner and time that will not present
any problems or inconvenience to the existing farming operations.
Landowner
S2t.
ev
Date
i'�ti.

FRICTION LOSS CHARTS
FOR DIAMOND PIPE '
IPS DIMENSION
Q 4-Inch 5-Inch 6-Inch 8-Inch 10-Inch 12-Inch
Gallons
Per Min.
FRICTION HEAD LOSS IN FEET 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 .003
600 2.22 .61 .21 .096
650 2.58 .71 .24 .110
700 2.96 .81 .28 .125
750 3.36 _.93 .32 .141
800 3.78 1.04 .36 .158
850 4.24 1.17 .40 .175
900 Tabla.based on Hazen-Williams 4.71 1.30 .44 .194
950 equation-Cw= 150 5.21 1.44 '49 .213
.233
1000 5.73 1.58 .54
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 .34G
.371
1300 (F) shown below: 2.57 .88 -;'
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
160 PSI .91
1600 26 1.30. .568
32.5 125 PSI .84
1700 1.45 .632 -
1800 41 100 PSI .785 1.62 .698 !:
1900 51 80 PSI .75 1.79 .767J
2000 64 63 PSI .71 1.97 .040
Loss below bold line indicates velocities in excess of 5 feet per second.
Velocities which exceed 5 feet per second are not recommended.

INSTALLATION
Table 4. ul x1 ltlrl luN qt RMHFa)NI'N1 Am-ocalAt.ct.Acx[tirAitilwl:;
sntl. defier. — II1•Rfrll(51 OF t•I.ACX Tt'rl' lIAII'IIIAIAI.!'l.A.�!il/'t!'Allts\
Jiamond Agricultural PVC Mille should be assembled and
installed with uniform a111(1 c011tilltious support from a firm „„area»ta. st.,,d„a...1.rs.lm.rom"ma.sl.s.at.U,toItoMur.lAMpwms%em.•
s l.aMea mMna•1•los is.a,r/w•aal s ar i.am amm to as"WAWA f w at Mt.IwArat
base in accordance with the installation procedures provided "let Cnn, A slag.004"s ar tt.•L.t thrlk
ill AS•1'M D2321,and tIle Installation,n Guide for PVC Winer 11aas ll-110• 04 wra r.&%A revels" ra%#1 a"d.lit..ra.,.&m
t wwar Gat 1.m rtuinrA aw He 1 ssto C.Malt das.•%%rrt•wa d•r1 Ilw;la/twat
I'rl,e (a "pocket-sized" edition is available from your t1...
mpresclltaltive or from Diamond I'Ialstics Corporation.) rf>.w R.s.ek SM reawl a"A t.alt.r"'r•"t` a t 0
4 w~V4
.water la M ss..w leuissal w Itw!satar fbe Iloa.tK Msflratl sq tl.:ra awe
MIA
embedment materials are to be in accordance with soil Sw wraPS&Aa,..%804 oseti)SwAt•%air a.'"^%&w dome w:•a'"'•r
Is to lwoa"ws H.a tir•t Wit flow 9%'i wlswwA w ltw 2i>tl tote 1 kw
clalssificaltiolls listed undcrr Vilified Soil Clalssif'IcaltiOn ct r.•Iyti* ka%mph"AF#$%,ss%am&,M.w«.•Iwo. ►t.+•r+.ww:r+arw'r
5ystt`Ill, A5TM D2487 and f 1Suvi D24pp00. Isrsi.w p..ts Nw J aw�r ►oast tAw rs�Ma.w.ta»'H"es•'.'`e t 4w
1
i
('Isis Ill t..ds••• 1:►1 S.tty ra tools,Ra»rl asa►I sdf aw.te.rra tree•+a•s.ed.A an"ae feat""IMMA•'oo 1
Hw A sir•t Mart ism%in trumA rw i4.JIM w%e
alssellible, clean malting sllrfalccs of(lie bell, spigot, and (a, ,.,strr asatrk.tor anet
torte awl of"a / ra wi►I,...»..A t..twf r•u..r1
gasket. Apply gasket lubricant (furnished by Diamond Ateve lolo-torlow ttlt wtnwA""H..-2ff"%wst
Plastics Corporation) to the entire spigot end up to (lie ►I %Of,,d akttr{j sat, nd.o..LI-r$hi win*4 avew to Ow srs-"�wr 'w t aws
reference mark. Also,apply lubricant to tile contact surface �, ,•,„,.a,,.,k.•..•la1.Iw,„,•w,a ►I..taw�(►:wiawr..Nwss..�r.•r.K»1
esr•t t•{ser Am�t►t aefs.ratl w tlo.In,%soot
of the gasket. .
11s.a IV S.»la 160. lsraatswr tote.,•toy law took.a.r t{low.asls►sr SUM loft sasls i,lwl Iwww
VIOL ow kalt. NK aM lwwr rs%w%Nw Zfrl sscae
With the pipe in straight alignment, push the spigot into ar le
4sa
t1. lsrrstair cbcs wf L.r Ma astd.ar.f!s`�tl)•psara�a1na,.r.I.tIs}•.N*!atn•
It in els)'s (,i.{.• land k1't an ltrl 4-1.tort r++..+Me MI s11+r
the bell up to the insertion line. If a pry bar is used to ►at I...Ra..w`ia`•�-�•�-`��--.r..wlw.••'~I•'"'t''''"'~"' I.t»•t
apply force, the pipe should be protected by placing a board tawawywafAd.ns r^ �•Alma&ri..t` •
I tl tmwr. e•tla)a ad loaf.rlsw4'dt,141 s lala
bctwecn the bar and the pile. ww.,e I„twa 1,,..110 twtt .
If llol-mall force does not complete the joint,disassemble the Om V s.»la lI. uKo � � ' d wo 1o+)
a,.r� o »w 1»r•�iM+
joint and cxallliine the parts to make ccrtian they Are free of Ill flosso s days,•lw,n,iw•,••b,al,l+•`t,R, 1.•,""Itr».tn•.M�FM L•t"
twat pasts NO.
a.2«tact.
obstructions. Visually illspcct the completed joint to Insure I.y teat•wwrt aN 2(n lo•ll�l)•+as""w.tt
the gasket has not been dislodged.
• S..ihateat.1,IwoliwASllot(►2lay.twry+Mrl7••alwarsulrMlo"sK•�MASIl1[1:t:1
•• let to asestmes r r a%At 1061012421.lest duo 5%oast Hw 2(fl aar•t tar,astst Is0 w•k s lotit••
••• lr ssaa.r•loce rwlo ASI►1 1)2101.'Imlt•ids Pi Fa It%rssa srR
a(stsilL ssl:am dial is met rlswar"l atsc aA Cuts 11 bm 04 fun til
Table 5.
Art/u)XIMATF.(GUIDE.FOR FSl'If�tA1'FU RANGE Or DEGREE
OF('(1'irA(-lION VFRSIiS FNISFi)MENT c:l.A.ss AND hlF.TIIOD The liaunclling area is Illost important to th Support O
Of ri.A('ENIMF AS PFR('F:NT OF STANDARD PROCTOR PVC )c)i good Support,(lie llaluilciung arca'jilould be
i)F.NSrrl OR I(EI.ATIVF DENSIT • l 1 . For
FOR (;RANIII.AR PIATF:RIAI C IN PARENTHESIS" compacted to the de»sities given in the Long Ternl
Deflection Chad.
CLASS of EMBED-tENT 1 iI 111 IV
►tarrtlxtsrtt!
FmeGrain
GI.\1i:R1A1.i if.SC 1N Rti•11f l7aatwelar Saeadanrl(:taad Flistal•Casin
►tmliak Staila.Cicaw still S141.1 Figure 2.
(ht.nuww mrata.e afm"I 13are �♦
Ismil't rl dty.eitkt f /
_ IrC•cltt0 t1MrCM stela N
�Y/ 1lt
$art l'fmvdidaue►%lcd•d
'ti fA 1`1n-ttr(cc Relati►;)Dewily Range sat•tttl
I'al.(wl hw(•ran wilve 4`1.1111 q%.I(a) VS•11K1 91.11111 .10
% /[ ;•a:r.'
to taffwfrct 113•<ttp aIr►itlp "+: �-
-i Plot$lots a> r ••
Ilewsdyl.yi.rul%k a)At M95 7S•9t) tetra _
I1r19S
tdtarra (fit-7S) (films) ' \ itet{� '
f:mv.lwlffe by%marrtwn Itt►vS WAS
1/O Tel (to Reid tlel Iltfr{l tsl Q rery y •'»'•1`
loll
{larf.l I�xe rn sal � � _.. .� ..,• >r
I=l►/ell � so dMI;
{latfd un•p Mica !O dm ttt 7S ' :.s;.
H7 7S r>a:
(lump fit Rf) /n p1 tn.(n ::: .. ... ��•...,��'..,
• ;IcwK ekMlly k moad in rarefnhcaet `
•• lt.it We«tact as a.ar('anaifaste t.iak eleR doing&ochre 1lnetar denaitKs nitaieed ibmirk rxit•en 1i
wlcthmil,all wild CMAVCwlatinn ill ddfefent.tatted of mil.life uhlt it p4ended in('rl"'('te t
rtktme altd k
art,Karwnwowled fro desir.eft.Actual dtairw•a)oe!tdttwld k&-.hoped M i!I(ta�itlttr toff WWiit i
mslt 1r tmwie ornate efrtteom
3

TRAVEL SPEED CHART (INS/MIN)
LANE DEPTH OF WATER (INS)
GPM SPACING
FEET :]0.4 0.6 0.8 1 1.5 2.
g 1.9 1.4 1. 1 0.7 0.6'
4 55 3.5 2.3 1. 8 1.4 0.9 � 0.7
5 58 4.2 2.8 2. 1 1.7 1 . 1 0.8
6 61. 4.7 3.2 2.4 1.9 1.3 0.9
7 64 5.3 3.5 2. 6 2. 1 1.4- 1. 1
8 67 5.7 3.8 2.9 2.3 1.5 1. 1
9 69 6.3 4.2 3%. 1 2.5 1 .7 1.3.,
10 71 6.8 4.5 3.4 2.7 1 .8 1.4
15 80 9.0 6.0 4.5 3.6 2.4 1.8
20 84 11.5 7. 6 5.7 4. 6 3. 1 2.3
25 87 13.8 9.2 6. 9 5.5 3.7 2.8
3-0 100 14. 4 9. 6 7.2 5.8 3. 9 2.9
35 105 16. 1 10.7 8.0 6.4 4. 3 3.2
40 110 17.5 11.7 8. 8 7. 0 4.7 3.5 .
45 115 18.8 12.6 9.4 7.5 5.0 3.8
50 120 20. 1 13.4 10.0 8.0 5. 4 4.0.
60 125 23. 1 15.4 11. 6 9.2 6.2 4.6
70 130 25. 9 17.3 13. 0 10.4 6. 9 5.2
80 140 27.5 18.3 13.8 ' 11 .0 7.3 5.5
90 155 28. 0 18.6 14.0 11.2 7. 5 •5.6
100 170 28., 18. 9 14.2 11 .3 7. 6 5.7
120 180 32. 1 21 . 4 16. 1 12. 8 6. 6 6.4
130 180 34. 8 23.2 17. 4 13. 9 9. 3. 7.0
140 185 36. 4 24.3 18.2 14.6 9. 7 7•3
150 190 38. 0 25.3 19.0 15.2 10. 1 7.6
160 195 39.5 26.3 19.8 15.8 10.5 7.9."
170 200 40.9 27.3 20.5 16.4 10. 9 8.2; :
180 210 41.3 27.5 20.6 16.5 11. 0 8.3
21.9 17.5 i l.7 8.8
200 220 43.8 29.2
220 225 47. 1 31.4 23.5 18.8 12.6 9.4`=
240 230 50.2 33.5 25. 1 20. 1 13.4 10.0
260 240 52.2 34.8 26. 1 20. 9 1 3. 9 10.4:.
280 245 55.0 36.7 27.5 22.0 14. 7 11.0
3700 250 57. 8 38.5 28.9 23. 1 15.4 11.6
3 20 250 61 . 6 41. 1 30.8 24.7 16.4 12.3`
340 255 64.2 42. 8 32. 1 25.7 17. 1 r 12.8.ry.-
8 13
3%60 260 66.7 44.4 33.3 26.7 17.
380 270 67.8 45..2 33.9 27. 1 18. 1 13:6``;"
400 280 68.8 45.9 34.4 27.5 18.3 13.8 -
420 285 71.0 47.J .35. 5 28.4 18.9 14.2
440 285 74. 3 49.6 37.2 29.7 19. 8 14.9 .1.
460 290 76. 4 50.9 38.2 30. 6 20.4 15.3
480 295 78. 3 52.2 39.2 31 .3 20. 9 15.7
500 300 80.3 53.5 40.1 32. 1 21. 4 16. 1,
19.26 X GPM
For mul a: Ins/Min Travel Speed = -
Lane Spacing X Depth (Ins) _

' -1 p-
rr
FRICTION .LOSS IN ALUMINUM PVC PIPE ;.
P.S.I. FRICTION LOSS PER 100 FEET P.S.I. FRICTION LOSS PER 100
ALUMIM M IRRIGATION PIPE li! COUPLERS PVC IRRIGATION PIPE
INS. I.D. 2 3 4 5 6 8 INS. I.D.. 2 3 4 5 6 8
6AL1 10 0.1 - - - - - - - - - • GAL! '10 0.1 - - - - - - - - -
KIN. 20 0.5 0.1 - - - - - - - - KIN. 20 0.4 0.1 - - - • - - -
30 1.1 6.2 - - - - - - - - 30 0.8 0.1 - - - - • - - - _�r
40 1.9 0.3 Q.1 - - - - - 40 1.4 0.2 - - - - - -
. 50 2.9 0.4 0.1 .
- -. - - - - 50 2.1 0.3 0.1 - - - - - -
60 4.1 0.6 0.1 - - - - - 60 2.9 0.4 0.1 - - - - - -
70 5.4 0.8 . 0.2 0.1 - - - - 70 3.9 0.5 0.1 - - - - - - .
80 - - 1.0 0.2 4.1 . - - = -• 80 5.0 0.7 0.2 0.1 - - - - ro
-90 - - 1.2 . 0.3 0.1 - - - - 90 - - 0.9 0.2 0.1 - -
100 - - 1.5 0.4..- 0.1 - - - - 100 - - 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 0.2 0.1 - - 120 - - 1.5 0.4 0.1 - - - -
130 - - 2.4 "-0.6 0.2 0.1 - • 130 - - 1.7 0.4 0.1 0.1 -
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 • -
160 - 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 - -
s 180 - - 4.3 1.1 0.4 0.1 - - 180 - - 3.1 0.8 0.3 0.1 - -
190 - - 4.8 1P2 *0.4 0.2 - - 190 - - 3.4 0.8 0.3 -0.1 - -
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 0.6 0.3 0.1 240 - - 5.3 1.3 0.4 0.2 - -
250 - - - - 2.0 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 h =
300 - - - - 2.7 0.9 0.4 0.1 300 - - - - 2.0 0.7 0.3 0.1
310 - - - 2.9 . 1.0 0.4 0.1 310 - - - 2.1 0.7 0.3 0.1
320 - - - - 3.1 ; t.0 0.4 . 0.1 320 - - - - 2.2 0.7 0.3 0.1
330 - - - - 3.3 1.1 0..5 0.1 330 - - - - 2. 0.8 0.3 0.1•
30 - - - - 3.5 1.2 0.5 0.1 340 - - - - 2.5 0.8 0.3 0.1
350 - = --. 34 , 1.2 0.5• 0.1 330 - - - - 2.6. 0.9 0.4 0.1
360 - = - - 3.8 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 ;c .
380 - - - - 4.2 1.4 -0.6 0.1 380 - - - - 3.0 1.0 0.4 0.1
390 - - - - 4.5 1.5 0.6.• 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
440 - - - - . - - 1.9 .0.8 0.2 440 - - - - 4.0 1.3 0.6 0.1
460 - - - - - - 2.0 0.8 0.2 460 - - - - 4.3 1.5 0.6 0.1
480 - - - - - - 2.2 0.9, 0.2 480 - - - - 4.7 1.6 0.6 0.2
500 - -• .- - - - 2.4 1.0' 0.2 500 - - - - 5.0 1.7 0.7 0.2

-9-
FRI C TION LOSS IN POMTrn-ffLENE HOSE
P.S.I. FRICTION LOSS PER 100 FEET POLYETHELINE IRRIGATION NOSE IWATERI
O.D. KM 135 125 120 110 90 82 75 63 50 40
I.D. INS. 4.5 4.1 4.0 3.7 3 2.7 2.5 2.1 1.60 1.30
SAL/ 10 - - - - - - - - - - - - - - 0.9
MIN. 20 - - - - - - - - - - - - - - - - 1.1 3.1
30 - - - - - - - - - - - - 2.3 6.6
0 - - - - - - - - - - - - - - 1.4 4.0 11.2
50 - - - - - - - - - - - - - - 2.1 6.0 16.9
60 - - - - - - - - 1.2 2.9 B.4 - -
70 _ _ _ _ _ _ _ _ - - 1.0 1.6 3.9 11.2 - -
80 - - - - 1.3 2.0 4.9 14.4 -
40 • - - - - - 1.6 2.5 ' 6.1 - - - -
100 - - - - - • - - 1.1 1.9 3.0 7.5 - - - - -
110 - - - - - - - - 1.3 2.3 3.6 8.9 - - - -
120 - - - - - - - - 1.6 2.7 4.2 10.5 - - -
130 - - - - - - 0.7 1.8 3.1 4.9 -
140 - - - - - - 0.0 2.1 3.6 5.6 - - • - - - -
150 0.9 2.4 4.1 6.4 - - - - - -
160 • • - - - - 1.0 2.7 4.6 7.2
170 - • - - - - 1.2 3.0 5.2 B.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 8.3 -
230 - - 1.1 1.4 2.1 5.3 9.0
240 - - 1.2 1.5 2.2 5.7 9.B
250 0.9 1.3 1.6 2.4 6.2r -
260 1.0 1.4 1.7 2.6 6.6
270 1.0 1.5 1.9 2.9 7.1
280 1.1 1.b 2.0 3.0 7.6
290 1.2 1.7 2.1 3.2 8.1
. 300 1.2 1.8 2.2 3.4 B.b -
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 1.8 4.2
350 1.7 2.4 3.0- 4.5 -
360 1.7 2.5 3.2 4.7 -
370 1.9 2.7 3.3 4.9 - - - - - -
380 1.9. 2.0 3.5 5.2 - - - -
390 2.0 2.9 3.7 5.5
400 2.1 3.1 3.0 5.7 -
420 2.3 3.4 4.1 6.3
440 2.5 •3.7 4.6 6.8
460 2.7 4.0 5.0 7.4 - - - - - - - -
480 3.0 4.5 5.4• B.0 - - - - - - - - - -
500 3.2 4.6 5.8 - - - - - - - - - -

'-.r •.z •ri i '11'.' '• ��/'jr,..;'�a� ��.si�r.`i'..'7••-• -
- �ryirh K :Table 2. r`lFactors,,:fors:'Calculat�n� Thrust W for
- �'�• /fin !f!L�\y i:. '. ,+• � �f•MI :•Trj S•!t r• '
• :�4 •` •t,-r ./ a '.' i,f KK _
,�. , t•'`• ,�"„t.��f<t E1;aQi�s and,Tees.• • •- _:. .
�. y::S:} i -fir{�i:il=r.•. i yil•� ' • A•='( x �.Y\�J.'••rti�'y�ai.-yr''t ` t f !�• .,
.. '�tS'a":"�a :.t�it�..• •r•�C:/:�;�.; •.. •;.. x `r1+i•+=gwr:w +�.i•• . •.p Z ,
�,..,. E bows:' 60
Tees* 0.70
ice:Si'•,•.\L^„''.i:'••1 i'.-:.;•"'(:. �:f.`ti r_X.;:Ti:~1y irf!-' •.
y ,
• . a •� ^r�\y`••' •r ='' Y'fr.: r\ r '•r t • •" i,`vf-' ..
, Table.`3 gives:`the' safe hearing load for different soil types.
Table .3. Safe Bearing Load
Soil 1 b/ft2 ,
Mulch; peat:and similar 0
Soft Clay. 1000
• Sand 2000
1. • ;r.:
Sand .and gravel 3000
,: • Sand and gravel cemented
with**clay . 4000
Hard shale... 109000
' 1 lJ a Thrust (Table 1 & Table 2
- :•i::. Thrust block area(f o� bearing strengt Table 3)
• •M
�..In lacin 'c©.ncrete.thrus�t blo-cks, check with the manufacturer of the
- p g. .
pipe:rbeing Wised.to ensureo,tha-t :the correct size thrust blocks are
.b.ei ng:••used.
There.:are. a number of .machines that can be used to prepare the
`trench':r.for. PVC:•plastic" pipe: Soil types, moisture content, depth of
tr..ench required :and.:type.,:and':diameter of pipe must be considered. o-
Ger' al-ly chain tre fiches :rwheal trenches, •backhoes, or vibrating .plows .
e used.1or,•'trenGh :.pr'eparation. The vibrating plow can only be
• :� wil {,i - .imi ted to the smaller ��..,•�`=: *\
used 'fo.r sol gent wel d PYC`;'pipe and.generally i s. 1 ..
di.ameter�of• pipe ':- nder,:most conditions the chain• trencher or wheel
trenCfier;will: b.e fasterr..::than'Ahe• bac•khoe. • Where wide trenches for large ,.
` 4
iipe'are required';�the,;bickhoe:'.wil1 be most satisfactory. If soil
•-condttions-pertnit.;4lorig:�stretches of open trench will expedite pipe
t y=�nstal l.ation Z.
4 Ho«ever, �a�f jai n .i s forecast the pipe should be installed
j
arid'tlie':trench backf.illed. To avoid sharp turns in the line at obstructions,
•.
trenches '.shoul d'be. curved •-.With i*.mi is of curvature of the pipe.
.-

IPS I
0,
PiLpe
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
F477. Integral sockets for solvent cementing IZOD Impact Strength, D 256 .65
meet the requirements set forth in ASTM ft., lb./in.
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 -29 C
proper depth of insertion. Diamond furnished Change in.Weight, % -0.1 + 5.0
lubricant is to be used in the joining process. Change in Flex Strength, % -25.0 to + 5.0
Diamond IPS pressure-rated pipe is supplied in ASTM Oil No. 3, 30 Day
20-foot lengths. Immersion at 239 C
Change in Weight, % - 1.0 to 1.0
AT
• w u Minimum 1
Curve Racill
of Pipe
13

T30A
T25A E
US5
ti.
Ag-Raln has more than 20
years experience in the l+ sift
design and manufacture of 1Z.
traveling irrigators.The Ag- I Yq
Rain Turbine Motor was "-
developed specifically for -
travelers. It has proven Itself
worldwide,time and time
again,with performance you
can depend on.
Polyethelene Tube -Only PE tube designed and
STANDARD FEATURES
constructed for the constant coiling and dragging is
Radial Inflow Turbine-The heart of the drive system. considered for use on Ag-Rain Water-Reels.The tubing
This extremely efficient motor delivers quiet, smooth, is backed by a 5-year warranty.
continuous power.All the water you pump goes through PE Tube Repair-A simple"screw-in" mender is
the sprinkler. None of the water is wasted as in bellows available for repairing the PE tube should it become
ror piston drives. damaged for any reason.
Automatic Shutdown for the turbine motor. PERFORMANCE INFORMATION
MiAl SPewatEa sv6 .mm Ip„e,„ a1:Ml10
Heavy Duty Chassis and frame. ROWPAT6 PRLSS11% 0ea WOCanEO mwda7rg I1KHV1
Speedometer. (Gpa) IPs41 I°s+) PU. IFp roan
aben ,SO 60 104 210 1065 46
Pressure Gauge. T30A 2co 60 111 215 108e 51
Three Adjustable Speed Ranges. afth 220 70 129 225 1093 99
Speed Compensator. sar Ua 240 70 I37 230 INS 61
Mlswrap Safety Stop. tip" or
260 70 11 235 109E U
PTO Rewind and Drive Shaft. 60 60 as 150 no 20
Gun Cart with adjustable wheel width. T25A too 6d 92 170 665 26
I Me in 60 102 180 Said 21
Hose Guide to insure proper packing of hose. „cuo„ 140 70 la 190 895 a
Turntable. setae 160 70 114 200 900 41
Nelson Slow Reverse Gun with ring nozzles. 9pN11x too 70 147 210 905 46
Lifting Mechanism for gun cart. 70%.1.. Wa h
Stabilizer Legs- Heavy duty, crank down style SPECIFICATIONS
Supply Hose-30 ft. long with male ring lock coupler. MODEL: T30A T25A
T30A with 4" dia. T25A with 3"dia. PE tube l.0.(in.) 3.0 25
PE tube length(w.) 980 S00
Fixed Spool Brake requires no on/off adjustments. Dry Weight(tbs.) 42W 2mO
Weight with water(tbs.) 7170 3500
Foolproof Clutch -Turbine and PTO drives cannot be 74.St.. 9ZU14 6.70.15
Shipping dim:(aIn.)engaged simultaneously. Length
10 5 11418
Width 7.5 6.9
Haight 1" 7-11
-ViJi7l1 y/1�Q4D/t
A
600 S.Schrader Ave., P.O.Box 367,Havana, IL 62644
Phone [phone] Fax [phone]
SeG.SO of collaring product inwovemints.phateso1m clines in Vesleadw nay'"be aendW a anent ptaduCYan,The pedamarce:nlamakan in des legal isbafa0 an ants oad,eled wow a paxa sw0laraie0nv Actin ...
Sold aMamarcs may vary Fran traders depending W variable circenstarces of ling pass,weadar,hvnanjutlpemml aM Mar lama&9pwtiw4uons"prices are subject achage vnpwd rake.
GKSSIO7W60 Purled in USA

LIMDEERE
1
1I 7 1
1
�5.
lit
i 1
I I
}
PERFORMANCE DATA PERFORMANCE CURVE
Rated Gross Power......................80bhp(60 kW)@ 2,500 rpm
Peak Torque.....................i ... 195 lb-ft(265 Nm)@ 1,400 rpm
Fuel Economy . . a 1
(BSFC)...............0.370 lb/hp hr(225 g/kWh)@ 2,200 rpm ass Ntl
I265 Nm1 S 1W
Continuous Rating aul I
16815 ft
Gross Power................................71 bhp(53 kW) @ 2,500 rpm mzs 'ain
Peak Torque.......................... 176 lb-ft(239 Nm)@ 1,400 rpm
Fuel Economy
; I6o1
(BSFC)...............0.363 lb/hp hr(221 g/kWh)@ 2,200 rpmTIN
(45) - 153 W)
RATED BHP is the power rating for variable speed and load •Pow r
applications where full power is required intermittently. a 140
1
CONTINUOUS BHP is the power rating for applications
operating tinder a constant load and speed for long periods of time.
POWER OUTPUT is within t or- 5%at standard SAE] 1995 €
and ISO 3046.
r„ei (l.]) €
i F
0.36 s
�
. l
1.a,° 1.s6° 3Mp 3.em ,.mo xm° 21oD zam
80ro sro —min
P110TOGRAPHS MAY SHOW NONSTANDARD EQUIPMENT.

BERKELEY PU MPS CURVE 4117
DATE 3-1-88
PAGE 2.02
TYPE "BIT RATING CURVES SUPERSEDES
ENGINE DRIVE Curve4117 Page 2 02
- ® Dated 4-1-85
C... Mu•N.1 C.I. P.NN.. 11-1863 Mu0.N. 11_1863 VARIOUS M.M. - C,W
u.P•n«; u.l.na C.I. rmtm.. L-3001 M.cIEN. L-3030 DI. 13-1/2" FUSE r.O.e.E.T«n•m.a„.,
M.1«.11p0•{.N..
MA11111UN WORKING PnESSU.E 247 PSI {''•F "E0 -
30
111 1 11I1}�1i '•111 L
..I I I I 1 1T 1f 20
III I 1 1 f L
tl 1 I .1 #:
_ 0�
IIuG � a. :I a
'.t:"::.:'.
.1 1 SJ !. 7� I L' f 1� 4 .FI IENC { 1 .. .. .L i. . . _
600 3pW APIs N llNun500
1 A !,� `} 0
1
1
2 400RPM
—
I.
0 600 RFti
.. _ . . ... . ... .. . .. �: . .60.
too '. q0'6
ti 11:1: i 1.
— —
1 {
i.20 i5 i Id !t 7)Sc i I:.:
0 100 200 300 400 500 600 700 000 900 1000 1100 1200
CAPACITY IN U.B.GALLONS PER MINUTE
C-7048 S«.d.. T-2554 S.mn•d..C-7048 0" 10-27-71 °"•3-29-72 MODEL B 3 J Q B M
C...; mmmm C.I. P.O.N.. N-1939 Man.N. 11-1939 VARIOUS R.P.M. _ crd.{
IRyn.I; M.1.11.1 C.I. P.O.N.. M-2319 u..n.N.. 14-4821 GI. 10-7/W FULL LO.S.L.I.,na0.0«Y
..•I««.G•r.«...
MAXIMUM WOPnINO PRESSVnE 266 PSI � alb M'!O
...IrT. 30
..I: : tt , �.LI - -III i : . :{'4
1
Zi C' r. I ",1i 1, I. zo
.. I t.:1..p e
.:_.. _ I 10:
..1ii. ..: .. 70% . 75 !, :. i.!. ..:_IiI (.,...'. I�?1. ( 1 .� t.
........ ...... .. .. .. A . ... .._._.. .. ...I.... ' . .T..: ...I:.:
PpHl 66AUt ..
.
'
.RVN . . R3a
{FIOI NCT C (.
t
35G
7.
WO
60(
250
r 124 C APM : . ... .. . ..... .. ...
0 200 2 RPM
150 217..
_
few RPM
100
.. _ 1... ....... . H,R :
..... ... ..
.. i
........ .. B ,.}.
.._..___:- y
5 10 5 i051 TDSL
0 100 200 300 400 500 600 700 Boo goo 1000
CAPACITY IN U.S.GALLONS PER MINUTE
C-6695 s..w•.T-2875 Sw«.wa C-6695 Dow 9-3-71 0.,. 3-29-72 MODEL. B 4 E Q M

v
C-5000-61IS -aoilau lnogllM a6ueg3 al laalqns are suailea111oadS 310N
,seal ainssaid
aupulew io uopeeala plan JoI 20UEM011e amssaid Aue 2pnl0ul Iou S20p 0 'alnSS2jd 6uyendo japluuds pue agnl 3d 'aAPp
pue 6ulgwnid ialaneJl aql JoI saoueMope sapnlaul pue JalanWI aql of lalul aql le ainssaid aql si ainssaid lalui walsAs aql
•islawelp
papam iapulids aql 10 %OL 6ulsn palelnalea sl pue
6'Y 1 9-S I S'9 I B'L I B'6 I L'£L 9'61. O'BZ :NHu/'SuH p912AOO A146=041 Bare aql sI ease p21e6UJI aql.
I I
9'0• 9'0 8'0 6'0 l'l S'L C'Z Z'E B'S I L601,19M i YVL I SEC I SLZ 1 09 I 9Z'l I
940 9'0 L'D 6.0 L'L S'L Z'Z L'C S'S i Z60LIVZZ I VZL i OZE I SSZ 1 0S 1 U OSLHS
•S'0 9'0 L'0 B'0, Fl. Yl L'Z We 6'9 I 660LXBCZ I LSL � OVC 109Z 109 I
9-0 9'0 L'0 9'0 0'L 9'l O'Z 67 L'S I 960LILCZ opt l OCC I SVZ OL i BVI.
S'0 9'0 L'0. 0'0 O'L f'L 0'Z B'Z 4'S l 0601.1 LZZ I al I SL£ I SZZ I 09 i I
9'0 9'0 9'0 9'0 6'0 C'L 6'1 L'Z VS 99OLZOLZ I COL i OOC I SOZ I OS I UOSLUS
5•0 9'0 910 L'0 6'0 Z'L 6'1 L'Z L'S , 960LILfZ I OSL I OEf CZZ 06 1
S'0 .9'0 9'0 L•O 6'0 Z'L B'L 9'Z S'S Z60L?4ZZ . I Sfl I OZE OLZ 1 09 L I 90'
1'0 9'0 910 L.'D 6'11 Z'L V1. S'Z C'9 620LXLLZ I OZL J Ol£ I M i OL I s
YO 5'0 9'0 L'0 0'0 CL L'L YZ C9 I Sao LIbIZ Vbl 00£ Z9l 09 I UOSLUS
0> SE I Of SZ OZ SL OL L NHu I H19N1 X HLOIM I ISd YI0 I Wd9 i ISd .1 'ZON 4
31HNIW/S3HONJ-a33dS13AYUl SHOP 031VDIUUI. I W1SAS i 3U3 XNIudUSd NOS1 N
NOIlYOIlddY dO HUM N H9 9IB N OS13N HlIM 30NYWUM13d YOEl
3ains 33NVWHOda3d U081
b aigEl

PERFoBIG GUN@ ..
100 SERIES BIG GUNS — 240 TRAJECTORY 100 R RING NOZZLES
NOZZLE NOZZLE NOZILE NOZZLE NOZZLE NOZZLE NOZZLE
.712 .768 .812 .857 .895 .927 .965
PSI GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA
50 74 220 B8 225 100 230 115 240 129 250 150 255 167 260
60 81 235 46 240 110 245 125 260 141 270 164 275 183 280
70 B8 245 104 250 118 260 135 275 152 290 177 295 198 300
BO 94 255 111 265 127 275 145 285 163 300 189 305 211 315
90 99 265 117 275 134 285 154 295 173 310 201 315 224 325
100 105 270 124 280, 142- 295 162 305 1B2 320 212 325 236 335.
150 SERIES BIG GUNS -- 24° TRAJECTORY 150 R RING NOZZLES
NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE .
.86 .97 1.08 1.18 1.2b 1.34 1.41
PSI GPM DIA GPM DIA GPM • DIA GPM DIA GPM DIA GPM DIA GPM DIA
50 100 245 130 265 165 2B5 205 300 255 320 300 335 350 350
60 110 260 143 2BO 182 300 225 315 275 335 330 350 385 365
70 120 170 155 290 197 310 245 330 295 350 355 365 415 380
BO 12B 2BO 165 300 210 320 260 340 315 360 380 380 445 395
90 135 290 175 310 223 330 275 350 335 �70 405 390 475 405
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
NOZZLE NOZZLE NOZZLE NOZZLE NOZZLE NOZILE NOZZLE :
1.29 1.46
1,56 1,66 1.74 1.83 1193 u
PSI GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM DIA GPM OIA
50 130' 325 ' 300 355 350 370 410 390 470 405 535 420 640 435
b95 455
60 250 340 330 370 3B5 390 . 445 410 515 . 425 585 440 _. . ;.
70 270 355 355 385 415. 405 480 ,A25 555 440 630 455 755 475
BO 290 370 380 400 445 420 515. 440 590 455 675 470 B05 490
90 310 380 405 415 475 435 545 455 625 470 715 4B5 855 505
100 325 390 425 425 500 445 575 465 660 4BO 755 500 900 520 -

Duplin Soil and Water Conservation District
302 North Main Street - P.O. Box 277 - Kenansville, NC 28349-0277
Phone: [phone]-2121 - Fax:[phone]
April 24, 1996
Dear Sir:
The Duplin Soil and Water Conservation District office has reviewed the swine certifications)
for the farm listed below and register the following concerns as noted. Due to these concerns,
the SWCD cannot concur in the plan as submitted.
Farm Owner: Earnest R. Kennedy
Farm Name: Hillari Farm
Technical Specialist William H. Farmer, Jr.
Contract Company: Murphy Family Farms
Date Received: 4/24/96
All plan documents are not included. The following checked items are needed to
complete the review:
aerial photo showing spray fields
aerial photo showing location oaf lagoon
approved lagoon design
wetland determination
x waste utilization plan
x other LAGOON SIZE AND DEPTH
n I'm—minary data in SWCD cac� r-,,. ... r, .-.,.., ,r,.,.�`,ro hud a,,.,.-ox. 3 11'ec-,
of sludge in bottom and only 5.5 - 6.5 feet of depth on top car sludge. Without sludge
removal, effective treatment and storage volumes may not be sufficient to use anaerobi'.
lagoon nitrogen values. If treatment and store is not available, then WUP acres may
r,nt h.- S11fficiprt. -
Since the District is required to provide DEM with notification of non-concurrence of plans,
we request that you provide the requested material within 2 weeks so that we can complete our
review.
These comments are submitted as part of the district's required duties regarding the 0200
regulations.
Sincerely,
If
William F. Pickett, Jr. Ot_
Chairman, Duplin SWCD
CONSERVATION-DEVELOPMENT-SELF-GOVERNMENT

SeG'f ion �.
Operator. --=-_--_--___---___________________>Earnest Kennedy
County: _===--------------------------------=>Duplin
Date : --=-------------------___----------==-=>04;28/96
Dist. to Nearest residence ( other than owner) : ft.
sows ( farrow t0 f1R1Sh ) : -------------------__>
sows ( farrow to feeder) . ____________________>
head ( finishing only) : ===__----------------=> 576
sows ( farrow to wean ) . =--------------------->
head (wean to feeder) : ______________________>
Ave . Live Weight for other operations( lbs . ) =>
Storage volume for sludge accum. (cu. ft. ) : =>
Treatment Volume (min. 1 cu. ft. /lb. )==----=> 1 . 0
25 Year - 24 Hour Rainfall ( in. ) -----_---___> 7 . 5
Rainfall in excess of evaporation ( in. )=====> 7 . 0
Drainage area of buildings & lots ( sq. ft. ) =>
Volume of wash water ( gallons/day) =--=__---=>
Temporary storage period ( days ) ==----------=> 180
Freeboard ( ft. ) . =---------------------------> 1 . 0
Side slopes ( inside lagoon ) . ==______________> 2 . 6 1
Inside top length ( ft. ) : --__--______ 344 . 0
inside top width ( ft. ) . --------------------->
' -� 71 . 5
To of dike elevation ( ft. ) . ---__________ _> 53 . 5
tM of lagoon elevation ( ft. ) -- - - => 42 . 3
high, water table (SHWT ) elev. ( ft. ) =
Total rcquireci volume . _____________> 126470 cu. ft.
Actual design volume : ______________> 129101 cu. ft.
S t 0 (:u,,'1)I-Ig e1 . i > or = to 0 . 0 ft. SHWT i > ft.

SeGf»n /-
Operator: =---=--===________________________=>Earnest Kennedy
County. ==--==---=--=---==--==--==---==--==== Dupli
Date . --=---=---=---=---=---==--===--=---====>04/28/96
Dist. to nearest residence ( other than owner) : ft.
sows ( farrow to finish ) . =--==-------=------=>
sows ( farrow to feeder) . --==--==---==--=--_=>
head ( finishing only) . --=====_____________==> 576
sows ( farrow to wean ) . --=---=---==-==------=>
head (wean to feeder) . -==--==--==--==--=-=-=>
Ave . Live Weight for other operations ( lbs. ) =>
Storage volume for sludge accum. ( cu. ft. ) : =>
Treatment Volume (min. 1 cu. ft. /lb. ) ==--===> 1 . 0
25 Year - 24 Hour Rainfall ( in. ) ==--==--___=> 7 . 5
Rainfall in excess of evaporation ( in. ) =====> 7 . 0
Drainage area of buildings & lots ( sq. ft. )=>
Volume of wash water ( gallons/day) =-====-__=>
Temporary storage period ( days )======--=__==> 180
Freeboard ( ft. } : ----------------------------> 1 .0
Side slopes ( inside lagoon ) . =--=--=====__===> 2 . 6 : 1
Inside top length ( ft. ) : ==-_-_______ 344 . 0
Inside top width ( ft. ) , ______________ _ 71 . 5
Top of dike elevation 53. 5
rl "-.tout of lagoon elevation ( ft. ) . -_--__-____> 42 . 3
.,zason,�l high water table (SHWT ) elev. ( ft. ) : =>
Total required volume . --=--====_===> 126470 cu. ft.
Actual design volume : =======--=_===> 129101 cu. ft.
Stop Pumping el . ( > or = to 0 . 0 ft. SHWT) > ft.

Se��-���► �13
Operator: --=----------=====----==----=---=-=>Earnest Kennedy
County: ==---------====-----------===------==>Duplin
Date. ====------=======-----------=--------==>04/28/96
Dist. to nearest residence (other than owner) : ft.
sows ( farrow to finish) : ____________________>
sows ( farrow to feeder) : ===------=---------=>
head ( finishing only) : =-==========--===--===> 700
sows ( farrow to wean) : ===----=----==-------=>
head (wean to feeder)': =-----========------==>
Ave. Live Weight for other operations( lbs. ) =>
Storage volume for sludge accum. (cu. ft. ) : =>
Treatment Volume (min. 1 cu. ft. /lb. )=======> 1 . 0
25 Year - 24 Hour Rainfall ( in. )=----=_=_=-=> 7 . 5
Rainfall in excess of evaporation ( in. )=====> 7 .0
Drainage area of buildings & lots ( sq. ft. )=>
Volume of wash water (gallons/day)=----=====>
Temporary storage period (days )=====--======> 180
Freeboard ( ft. ) : ___________________`________> 1 .0
Side slopes ( inside lagoon) : =---- ==-----===> 1 . 8 1
Inside top length ( ft. ) : ------__--__ 434 . 0 C 4W vsed lcor Dm+4,1)
Inside top width ( ft. ) : _____________________> 76 . 5
Top of dike elevation ( ft. ) : ________________> 53. 5
r-, Nttom of lagoon elevation ( ft. ) : =---_-----_> 43 . 7
.asonal high water table (SHWT) elev. ( ft. ) : =>
Total required volume: =---=--=---==> 161023 cu. ft.
Actual design volume: =--=---=---=-=> 208898 cu. ft.
Stop pumping el. ( > or = to 0. 0 ft. SHWT) > ft.
SeG+;04 A !Z q 101
Sec, -;,,,, �
To-W Voly o%e 3,3 7 9 9 9

Sept;�.► 13
Operator: =------------------------------=--=>Earnest Kennedy
County: ====-=------------- ----------------=>Duplin
Date:=-------------------------------------=>04/28/96
Dist. to nearest residence (other than owner) : ft.
sows ( farrow to finish) : =------------------=>
sows ( farrow to feeder) : ==-----------------=>
head ( finishing only) : ---------------------=> 700
sows ( farrow to wean) : =--------------------->
head (wean to feeder) : =--------------------->
Ave. Live Weight for other operations( lbs. )=>
Storage volume for sludge accum. (cu. ft. ) : =>
Treatment Volume (min. 1 cu. ft. /lb. )===__==> 1 .0
25 Year - 24 Hour Rainfall ( in. )=----_______> 7 . 5
Rainfall in excess of evaporation ( in. )===__> 7 .0
Drainage area of buildings & lots ( sq. ft. )=>
Volume of wash water (gallons/day)====_--___>
Temporary storage period (days)_____________> 180
Freeboard ( ft. ) : ==-------=-=----------------> 1 .0
Side slopes ( inside lagoon) : --==========_-__> 1 . 8 1
Inside top length ( ft. ) : ___--------- 434 .0 C 4W vscd ��� D•'0►'^ Anq)
Inside top width ( ft. ) . ---------------------> 76. 5
Top of dike elevation ( ft. ) : ==-------------=> 53. 5
(111'11. ttom of lagoon elevation ( ft. ) : ==______=__> 43. 7
.asonal high water table (SHWT) elev. ( ft. ) : =>
Total required volume: ------------=> 161023 cu. ft.
Actual design volume : =-==----------> 208898 cu. ft.
Stop pumping el. ( > or = to 0. 0 ft.SHWT) > ft.
sec.- ;04 A 1.19101
Sec,+;O„ 13 'Z o Y'Y'9 Y,
To-iul Vol,.,,,e 33 7 9 9 9 -let-

Operator: Earnest Kennedy County: Duplin Date : 04/28/96
Distance to nearest residence ( other than owner) : 0. 0 feet
1 . AVERAGE LIVE WEIGHT (ALW)
0 sows ( farrow to finish) x 1417 lbs. = 0 lbs
0 sows ( farrow to feeder) x 522 lbs. = 0 lbs
1276 head ( finishing only) x 135 lbs. = 172260 lbs
0 sows ( farrow to wean) x 433 lbs. - 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : 0
Total Average Live Weight = 172260 lbs
2 . HINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 172260 lbs. ALW x Treatment Volume (CF ) /lb. ALW
Treatment Volume (CF ) /lb. ALW = 1 CF/lb. ALW
Volume = 172260 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION Sludge Accumulation Not Computed At
Owners Request Remove Sludge
Volume = 0. 0 cubic feet As Needed
4 . TOTAL DESIGNED VOLUME
Inside top length ( feet) --------------------- 778. 0
Inside top width ( feet) ---------------------- 74 . 0
Top of dike elevation ( feet) ----------------- 53. 5
Bottom of lagoon elevation ( feet) ------------ 43.0
Freeboard ( feet) ----------------------------- 1 .0
Side slopes ( inside lagoon) ------------------
2 . 2 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2 . 2 2 . 2 2 . 2 2 . 2 773 . 6 69 . 6 9. 5
AREA OF TOP
LENGTH * WIDTH =
773 . 6 69 . 6 53843 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
731 . 8 27 . 8 20344 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4
752 . 7 48. 7 146626 (AREA OF MIDSECTION * 4 )
CU. FT. = (AREA TOP + ( 4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
53842 . 6 146626 .0 20344 .0 1.6

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike )
Length * Width =
814 . 0 74 . 0 60236 .0 square feet
Buildings ( roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 60236 . 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal . /day per 135 lb. ALW 1 . 37
Volume = 172260 lbs . ALW/135 lbs. ALW * 1 . 37 gal/day 180 days .
Volume = 314662 gals. or 42067 . 1 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day 180 days storage/7 . 48 gallons
Volume = 0 . 0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7 . 0 inches
Volume = 7 . 0 in * DA / 12 inches per foot
Volume = 35137 . 7 cubic feet

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SHEET 1 OF 2
OPERATION ANDMAINTENANCEPLAN
- - -
This lagoon is designed for waste treatment (permanent storage ) and
180 days of temporary storage . The time required for the planned
fluid level (permanent and temporary storage ) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
( 1 ) waste from animals and ( 2 ) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle , but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe ( s ) from
building( s ) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to :stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal . Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
I . It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors . Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid . Fresh water should not
be used for flushing after initial filling.
2 . The attached waste utilization plan shall be followed. This
Plan recommends sampling and testing of waste ( see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 0.0 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 0. 0 . This temporary
storage , less 25 yr- 24 hr storm, contains 77205 cubic feet or
577491 gallons .

SHEET 2 OF 2
4 . The recommended maximum amount to apply per irrigation is
one ( 1 ) inch and the recommended maximum application rate is 0. 3
inch per hour. Refer to the waste utilization plan for further details.
5 . Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
� . Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7 . All surface runoff is to be diverted from the lagoon to stable
outlets.
Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams . Waste will
not 11e applied in open ditches . Do not pump within 200 feet of a
residence or within 100 feet of a well . Waste shall be applied in a
iaEMIle-r not to reach other property and public right-of-ways .
9 . The Clean Water Act of 1977 prohibits the discharge of
Pollutants into eaters of the United States . The Department of
Environment, Health, and Natural Resources , Division of Environ-
mental Management, has the responsibility for enforcing this law.

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Mr. William Pickett, Jr., Chairman
Duplin SWCD
302 N. Main Street
P.O. Box 277
Kenansville, North Carolina 28349-0277
April 29, 1996
Subject: Certification Data - Earnest Kennedy (Hilliard Farm)
Dear Sir:
In response to your letter dated 24 April 96,: noting concerns you have with the subject
certification performed by me on Mr. Kennedy's farm, I am enclosing data verbally
requested by Mr. Mike Suggs, MRCS, your office. This data is from an actual on-site
survey made on this farm by myself and an assistant on a boat to ascertain accurate
depths, etc.
I would also like to draw your attention to notes in Mr. Kennedy's Waste Utilization
Plan (WUP) which indicates my use of an average of about 6 months waste analysis data
to determine PAN C 1.9 lbs/1000 gallons of waste. These samples were actual samples
from Mr. Kennedy's lagoon.
Thank you for your interest in insuring technical adequacy in all certifications in
Duplin County. If we can provide additional data or answer any other questions to
acquire your concurrence, please let us know.
Since ely,
William H. Farmer, Jr.
Designated Tech. Spec.

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Operator: ==--_--_--_-_--_-__________________>Earnest Kennedy
County: ====------------------------=-----===>Duplin
Date . -===------------------___-=_-----_--=-->04; 28/9G
Dist. to nearest residence ( other than owner) : ft.
sows ( Yarrow to finish) . -==----------------->
sows ( farrow to feeder) . ____________________>
head ( finishing only) . --_-- ______------__-__=> 576
sows ( farrow to wear► ) . -=-------------------->
head (wean to feeder) . -==------------------->
Ave . Live Weight for other operations ( lbs . ) _>
Storage volume for sludge accum. ( cu. ft. ) : =>
Treatment Volume (min. 1 cu . ft. /lb. )===_--_> 1 .0
25 :'ear - 24 Hour Rainfall ( in. ) ---=_=----__> 7 . 5
Rainfal? in excess of evaporation ( in. ) ===__> 7 . 0
Drainage area of buildings & lots ( sq. ft. ) =>
Volume of wash crater ( gallons/day) -_______-=>
Temporary storage period ( days ) ====---------> 180
Freeboard ( ft . } . ---_-------------------_____-> 1 . 0
Side slopes ( inside lagoon ) . =--------------->
Inside top length ( fz. } : ---=_=-____= 344 . 0
.Lnside top width ( ft. ; . --------------------=> 71 . 5
Tor 0%f cline elevation ( ft. ) : =---------------> 53 . 5
T) `m of lagoon elevation. ( ft. ) . ___--______> 42 . 3
1 high water table ( SHWT ) elev. ( ft. ) : _>
Ttota'_ volume : -------------> 126470 cu . ft.
ae-J-r n volume . --------------> 129101 cu. ft.
el . ( > or = to 0 . 0 ft. SHWT ) > ft.

` r
I
Operator: --=--====---------==--==--====--===>Earnest Kennedy
County: ------=---===--=======---=---===-====>Duplin
Date: --=====---====------------=---===--=--=>04/28/96
Dist. to nearest residence (other than owner) : ft.
sows ( farrow to finish) : -----=----==-------=>
sows ( farrow to feeder) : =--===------------==>
head ( finishing only) : =--=--===--==---------> 700
sows ( farrow to wean) : ==== =-------====--===>
head (wean to feeder) : ===========----=---===>
Ave. Live Weight for other operations( lbs. )=>
Storage volume for sludge accum. (cu. ft. ) : =>
Treatment Volume (min. 1 cu. ft. /lb. )=======> 1 . 0
25 Year - 24 Hour Rainfall ( in. ) =----=======> 7 . 5
Rainfall in excess of evaporation ( in. ) =====> 7 . 0
Drainage area of buildings & lots ( sq. ft. )=>
Volume of wash water (gallons/day) =-====---=>
Temporary storage period ( days )=----===----=> 180
Freeboard ( ft. ) : -=--------------------------> 1 . 0
Side slopes ( inside lagoon) . -=--=----=======> 1 . 8 1
Inside top length ( ft. ) . --_-------_= 434 . 0 C4W vscd -For D.n►i�sq�r�}
Inside top width ( ft. ) . -----------------=-=-> 76 . 5
Top of dike elevation ( ft. ) : ________________> 53 . 5
ttom of lagoon elevation ( ft. ) . --___----_=> 43 . 7
%
sonal high water table (SHWT) elev. ( ft. ) : =>
Total required volume: -----==---===> 161023 cu. ft.
Actual design volume : --=----=-----=> 208898 cu. ft.
Stop pumping el . ( > or = to 0. 0 ft. SHWT) > ft.
SCC--{;0.1
Sec. 4 �vP
e 3 -
3�99 9

Operator: Earnest R. KennedyCounty: Duplin Date:
03/29/96
(11111�stance to nearest residence (other than owner) : 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. - 0 lbs
0 sows (farrow to feeder) x 522 lbs. - 0 lbs
1276 head (finishing only) x 135 lbs. 172260 lbs
0 sows (farrow to wean) x 433 lbs. - 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other
0 lbs
Total Average Live Weight = 172260 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 172260 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 172260 cubic feet
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) _____________________ 772 . 0
Inside top width (feet) ______________________ 67 . 0
Top of dike elevation (feet) -----------------
Bottom of lagoon elevation (feet) ------------ 44 . 5
. 0
Freeboard (feet) -----------------------------
Side slopes (inside
lagoon) ------------------ 1 . 5
. 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
1. 5 1 . 5 1. 5 1. 5 769 . 0 64 . 0
8 . 5
AREA OF TOP
LENGTH * WIDTH =
769 . 0 64 . 0 49216 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
743 . 5 38 . 5 28624 . 75 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
756 . 3 51 . 3 155031. 25 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH 6
49216. 0 155031. 3 /
28624 . 8 1 . 4
Total Designed Volume Available = 329902 CU. FT

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
772 . 0 67 . 0 51724 . 0 square feet
Buildings (roof and lot water)
0 . 0 square feet Describe this area.
TOTAL DA 51724 . 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW
1 . 37
Volume = 172260 lbs. ALW/135 lbs ALW * 1 . 37 gal/day 180 da s
Volume = 314661 . 6 gals. or 42067 . 1 cubic feet y
5B. Volume of wash water
(10111
This is the
amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0 . 0 gallons/day * 180 days storage/7 . 48 gallon
Volume = 0 . 0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7 . 0 inches
Volume = 7 . 0 inches * DA / 12 inches per foot
Volume = 30172 . 3 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 32327 . 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 42067 cubic feet
5B. 0 cubic feet
5C. 30172 cubic feet
5D. 32328 cubic feet

6. SUMMARY
Temporary storage period___
__________________ >
Rainfall in excess - 180 days
of evaporation=====_=____> 7 . 0 inches
25 year - 24
hour rainfall__________________>
Freeboard___________________ _ 7 . 5 inches
Side slo -- ____-> 1. 0 feet
Inside top length___________________________> 1. 5 : 1
Inside top width=====___________ 772 . 0 feet
elevatio _ _________________________> et
Top of dike n= _-_ -------------= 67 . 0 feet
Bottom of lagoon elevat ' _ `> 53 . 5 feet
ion_______________ _> feet
Total required vol =- 44 . 0
ume_______________________> 276827
Actual design volume________________________> cu. ft.
Seasonal high watertable elevation SHWT =__> 329902 cu. ft.
(Stop Pumping elev.________ , 0. 0 feet
Must be > or = to the SHWT -- 49 . 6 feet
Must be > = elev.--________> 0, 0 feet
or to min. req. treatment-el . =>
Required minimum treatment volume=====_=_-_- 50. 0 feet
Volume at stop - -> 172260 cu. ft.
Start at Pumping-elevation=====______=> 197611 cu.
Pumping elev.------__-- -- ft.
--> 51 . 8 feet
Must be at bottom of
freeboard & 25 yr. rainfall
Actual volume less 25 r
Y - 24 hr rainfall===>
Volume at start pumping elevation=====_____- 296062 cu. ft.
Required volume to be -> 296062 cu. ft.
Act pumped________________>
volume to be 7 cu. ft.
Actual v - -- 2239
Min. Pumped=__________________> 98451 cu. ft.
thickness of soil liner when required==>
1 . 4 feet
' DESIGNED BY :
APPROVED BY:
DATE:
DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: S Dn5 CIcc.
1N�.5 e� �prK c✓� J 02
�r ,

OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
Pumping and this is usually the outlet invert of Pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1 . It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2 . The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 . Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 51. 8 as marked by permanent marker. Stop
out when the fluid level reaches elevation 49 . 6 . This temporarymp-
storage, less 25 yr- 24 hr storm, contains 72239 . 4 cubic feet or
540350. 7 gallons.

SHEET 2 OF 2
4. The recommended maximum amount to apply per irrigation is
_. ; one (1) inch and the recommended maximum application rate
inch per hour. Refer to the waste utilization plan f is 0. 3
p or further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon
outlets. g to stable
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.-
9. The Clean Water Act of 1977 prohibits the discharge of
Pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONSFORCONSTRUCTIONOF- -
-WASTE TREATMENT LAGOONS
- - -
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened
to placing the first lift of fill material to et a o Prior
g good bond.
EXCAVATION- - -
ANDEARTHFILLPLACEMENT_
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE
----------------------------------------------------1-4-ft-
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS amaterial ie _
REFER TO THE SOILS INVESTIGATION INFORMATION INTHE(PLANSCFORCSPECIAL
CONSIDERATIONS.

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

Soil P. O. Box'277
Department of - Conservation Kenansville, NC 28349
Agriculture . Service Telephone [phone]
May 19 1994
Mr. Gary Griffin
Route 2
Pink Hill, NC 28572
Dear Mr. Griffin:
Based upon an onsite visit today to the Donald Heath swine farm that you are negotiating to
purchase, I have prepared the following recommendation concerning the management of the
animal waste. Dean Bingham, the SCS area engineer, and I met Mr. Heath and Beth Griffin
onsite to review the existing swine operation.
The existing swine operation consists of one house with a capacity of 1276 hogs and one waste
storage pond with the dimensions 770' x 70' x 6'. There is approximately 3 additional feet of
sludge in the bottom of the waste storage pond. In order to qualify as a lagoon, the waste
storage structure must have 6 feet of permanent storage and then the required tempbrary
storage. This requirement generally means the overall minimum depth of the lagoon is 9' to
10'. In order to upgrade the existing storage pond to a lagoon, the dikes would need to be
raised 3'- 3.5' above the existing grades. Prior to construction, the effluent should be pumped
onto the growing coastal bermudagrass. The effluent should be pumped down to the sludge
layer and then the exposed sideslopes should be lined with 1.5 feet of good clay material. The
additional 3.5 feet of dike would also require a 1.5 feet thick clay liner. It is anticipated that
the clay would come from offsite. Since the effluent would need to be irrigated on the coastal
bermudagrass when it is actively growing and at agronomic rates, this project needs to be
accomplished in the spring and summer months. Also during the construction phase, animal
waste should not be entering the lagoon.
The above option is recommended if you want this existing operation to meet SCS standards
and specifications. However, the state 0200 regulations do not require that existing operations
meet the SCS lagoon requirements. This law only requires that the operation and maintenance
plan meet SCS standards. You could leave the existing waste storage pond as is and develop a
waste management plan to adequately dispose of the waste. Since the facility does not qualify
as a lagoon, I cannot use the average nitrogen values for lagoons. I must use the values for a
waste storage pond. Normally a lagoon treats the waste and reduces the nitrogen content by as
inuch as 75%. Therefore in land application, the producer only has to have enough land to
dispose of 25% of the total nitrogen produced by the*animals. With a properly functioning
lagoon, the 1276 animals would require approximately 10 acres of coastal bermudagrass hay to
properly dispose of the waste. Slightly more land would be needed once buffers and odd areas
arc subtracted. However, for this operation we must use waste storage pond values and
therefore 40 acres of coastal bermudagrass hay is required for proper disposal. Since you do
not Dave access to 40 acres of coastal bermudagrass hay within pumping proximity, SCS
cannot certify a waste management plan for this operation at this time.
In order to become certified by 1997 as required by state law, I believe you have 2 options.
One option is to upgrade the existing waste storage pond to a lagoon and therefore get better
treatment of the waste and require less acrez of land for waste application. Another option is
to take a monthly waste sample from the pone: for 12 18 months. I am enclosing some
information about waste sampling and where to .,end the waste for analyses. After getting 12 -
18 months of sample data, we could develop you a plan based upon your actual nitrogen
concentrations rather than the SCS average values. Your values may be more or less than our

t ,r
figures so the acres could be more or less; however, I suspect that due to the size of your
existing pond, you are getting some waste treatment and your actual nitrogen values should be
somewhat less that our average values for waste storage ponds.
After developing your plan based upon actual concentrations, we could then determine the
amount of land left over, if any, that could be used for possible expansion. Naturally this
second option of getting waste samples is much cheaper than the first option of upgrading the
existing storage pond. The waste samples may prove that you do not necessarily need to
upgrade the pond. Ultimately, you must decide which route you prefer. We will try to
provide whatever assistance we can within our policies and guidelines.
If you have any questions, please contact me.
Sincerely,
Michael E. Sugg
District Conservationist
cc: Donald Heath

A."t 1 G0MPUTATIbN"'SHEET U. S. DEPARTMENT OF AGgACULTUR_
SO ENi-S:aA Re, 9-69 SOIL CONSCRVATION B£RW&C
/ OF
UD<U�LIE iy✓A/LARGE ( A5- T.�U/GT� _ ,____
D/l/ Sec/+a/n 07C LZWe9,2 7 :
�ee/6oar^d = 1
,9yei-z ye Lang t�i = ¢35 / 7- �0 5
A✓eraye Area ���an: n�fereo zZ Sec ran of Sfa. ��00
r6;ee X- Secfi ons or7 Shed 3:)
Aroma = (y 75 in 'F)(l e5 'PzIine1= 46-6-.e57? e
Avai/ab/e Saorage= rpo 1zeJ(46�0.�5 >�tzJ= ti'33, 1�5 3
Mew Jecbtion 01Lago131-7
Free 6nard = 1 T r�++7•
Avg. Area Spa, 8�00
(See X- ✓cac�:ons an 5'hc�f 3' o� 3):
.9va:/a6A- S74vra,ycE = (/99 Ae)(5:11 r 75 s�f �J = .tap, 7a 9 ylt
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vaila6//e = 3'35, 894 �t3
Tedl 5-fo/-age
too 315 �z<

�y. •. iITRT1bN"SHEET "•; �" '.. ' U. S. DEFARTAfENT OFAGRICULT S (!RF
SFS-EN6-5[3A Rev, 9-6, SOIL CONSERVAT ON ERVICE
BY ��`.
---
OF
UOLUiLIE . ✓A/L AeiE / A5- 13U/1-T/ _
O/o/ Secf a� o� Lag00/7 : =-
Fcedoard
�yera�e Leng7��i /= 495 t (05 _ 500 7ZZ,
Arenvye Area ( ��anim areo/� a� X Secfion aL� Sfa 3f00
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= ( -:- 73r in z)(1 'o S
4vailab/e Sfo.-aye= ODO re 610.e5/aczJ= e33, foe 5. -,irzz�
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Avg. Area Sta. 8400
l5ee {'- Sec 41-0ns
14rea = (4. -; 5inzfffe5 `�i>�J = 543, 75 Utz
,47ila,6/e S�orayr = (/99 V?)�5� 75 sq
7�a1 Sforage .4vaila//e = 335, 894 ��3
To 4eede a/
,4o1o1: Fi o�.aoi ape /�ee�e d= r00� .T15 1f
�W s yd

X .I �2�1-,%,�,APVWUTATION SHEET U. S. DEPART.MEN7 O:!GRiCULTUPE-
>f OIL a:ON5ERVATION SERVIgE
r .... 6
NC __ -;cf 1/E
BY IDATE23,
sUE;IF_C.T
OPERA'T)ON
�u/wry waste �ec7'2�MeI7G' la9oor� en� ho/dhy �bn�
36� 000 /avers
�EF�iHANENT SJZ)RAGE NEEDS
3'G� 000 layers X •r0 '���ayer = .360 000 �-� '
T M PORA 77Y STbRAG'e' /YEEO.S'
0) 6 h ion Lis s forage o Evas
36000 layer-s X 4 61,1,ayer r > -At3 = j44 �tzv.�y
1000 ib3�.�sy
/ r 44 /o/ay v 180 0&ys = 4,5 9 R O �t a
(�� $forsge oY' le5-yi: -,e4Lir. S�orrr�
Scarce '4-L-g _ 54, 8roo
7, 5 X 54, 8(o O r _ -Y4, e88 71? 3
7 Z if't
�3) Aain�// Less Eyapora�icr7 �.- 6 rnon�-l�s = f�' in.
X 54�860 ��z = fla 001 l¢ a
1 f1

{ '� -'�GOA�9FtJTi4YlC?At Sf tET U. S. DEYaRT, Wl"OF AGRICUL77JPE.
SCS;ENG-523A Rev 9-69 SO/L ConiSF,R.i+fy$no v SEd4VICE
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AGRIMENT SERVICE'S, INC. PAGE 1
Farmer: KENNEDY, EARNEST (RED)
Address 1: 116 CHURCH ROAD
Address 2:
City,State & Zip: PINK HILL NC 28572
Phone Number: 910-298-5347
W Social Security NO: 237-23-4827
ASCS Track No: D 6192
Total Acres of Application Fields: 17.80
Location: APPROX 5 MILES NORTH OF BEULAVILLE ON SR 1732
Soil Types: FOA
Total Animals: 1276
Please Provide *****
Begin Pump: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 296062
End Pump: . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 197611
NitrogenSample: . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2.70
Individual Field Acreage 1 . . . . . . . . . . . . . . . 5.60
Individual Field Acreage 2 . . . . . . . . . . . . . . . 12.20
Individual Field Acreage . . . . . . . . . . . . . . . .00
Individual Field Acreage . . . . . . . . . . . . . . . .00
Individual Field Acreage . . . . . . . . . . . . . . . .00
Individual Field Acreage . . . . . . . . . . . . . . . .00
Individual Field Acreage . . . . . . . . . . . . . . . .00
Individual Field Acreage . . . . . . . . . . . . . . . .00
Individual Field Acreage . . . . . . . . . . . . . . . .00
Individual Field Acreage . 000000 . 000 . 000 .00
Total Acres 17.80
Irrigation Information: .50
Interval: 3
Total Gallons per/year: 11472,826
Pounds Available per/acre/year: 223
Output******Field 1
Gallons needed per year on field: 462,519
Acre Inces per application field per year: 17
Total Hours Needed in field per year: 34
Hours currently needed: 11
Output******Field 2
Gallons needed per year on field: 11007,630
Acre Inces per application field per year: 37
Total Hours Needed in field per year: 74
Hours currently needed: 25

Operator: Earnest R. KennedyCounty: Duplin Date: 03/29/96
Distance to nearest residence (other than owner) : 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. - 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
1276 head (finishing only) x 135 lbs. = 172260 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. - 0 lbs
Describe other : 0 lbs
Total Average Live Weight = 172260 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 172260 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 172260 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4 . TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 772 . 0
Inside top width (feet) ---------------------- 67 . 0
Top of dike elevation (feet) ----------------- 53 . 5
Bottom of lagoon elevation (feet) ------------ 44 . 0
Freeboard (feet) -----------------------------
1. 0
Side slopes (inside lagoon) ------------------ 1. 5 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
1. 5 1. 5 1.5 1. 5 769 . 0 64 . 0 8 . 5
AREA OF TOP
LENGTH * WIDTH =
769 . 0 64 . 0 49216 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
743 . 5 38 . 5 28624 . 75 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
756. 3 51. 3 155031. 25 (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
49216. 0 155031. 3 28624 .8 1.4
Total Designed Volume Available = 32
9902 CU. FT

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
772 . 0 67 . 0 51724. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 51724 . 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 172260 lbs. ALW/135 lbs ALW * 1. 37 gal/day 180 days
Volume = 314661. 6 gals. or 42067. 1 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 0. 0 gallons/day * 180 days storage/7 .48 gallon
Volume = per CF
0. 0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7 . 0 inches
Volume = 7 . 0 inches * DA / 12 inches per foot
Volume = 30172 . 3 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7 . 5 inches / 12 inches per foot * DA
Volume = 32327 . 5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 42067 cubic feet
5B. 0 cubic feet
5C. 30172 cubic feet
5D. 32328 cubic feet

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OPERATION AND MAINTENANCE PLAN SHEET 1 OF 2
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2 . The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3 . Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 51. 8 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 49 . 6 . This tempo
storage, less 25 yr- 24 hr storm, contains 72239 . 4 cubic feet oorrary
540350. 7 gallons.

1.
SHEET 2 OF 2
4. The recommended maximum amount to apply 'pp y per irrigation is
one (1) inch and the recommended maximum application rate is 0. 3
inch pe� . r hour. Refer to the waste utilization plan for further details.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
'f.. to maintain a vigorous stand.
i.
't. 6. Repair any eroded areas or areas damaged by rodents and
= establish in vegetation.
;�1.F•r v
7. All surface runoff is to be diverted from the~' lagoon to stable
outlets.
8. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways:
9. The Clean Water Act of 1977 prohibits the discharge of
Pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONSFOR- -
CONSTRUCTIONOF- -
WASTETREATMENT LAGOONS
-
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders,sod and rubbish.
Satisfactory disposition. will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
be free of material such as sod, roots, frozen soil, stones over
inches nches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.4 ft.
-------------------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

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

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Duplin Soil and Water Conservation District
302 North Main Street - P.O.Box 277 - Kenansville, NC 28349-0277 .
Phone:[phone]-2121 - Fax:[phone]
April 24, 1996
Dear Sir:
The Duplin Soil and Water Conservation District office has reviewed the swine certifications)
for the farm listed below-and register the following concerns as noted. Due to these concerns,
the SWCD cannot concur in the plan as submitted.
Farm Owner: Earnest R. Kennedy
Farm Name: - Hillari Farm
Technical Specialist William H. Farmer, Jr.
Contract Company: Murphy Family Farms
Date Received: 4/24/96
All plan documents are not included. The following checked items are needed to
complete the review:
aerial photo showing spray fields
aerial photo showing location of lagoon
approved lagoon design
wetland determination
x waste utilization plan
x other LAGOON SIZE AND DEPTH
'.' inary data in SWCD case , _._ ...�_ ....::, ,::�� n�.a approx. 3 fee,
of sludge in bottom and only 5.5 - 6.5 feet of depth on top of sludge. Without sludge
removal, effective treatment and storage volumes may not be sufficient to use anaerobic
lagoon nitrogen values. If treatment and storage is not available, then WUP acres may
not be sufficient.
Since the District is required to provide DEM with notification of non-concurrence of plans,
we request that you provide the requested material within 2 weeks so that we can complete our
review.
These comments are submitted as part of the district's required duties regarding the 0200
regulations.
Sincerely,
A�A�/
William F. Pickett, Jr. _
Chairman, Duplin SWCD
CONSERVATION-DEVELOPMENT-SELF-GOVERNMENT

State,of North Carolina
1 Department of.Envirr-)ment,
Health and Natural 1, sources 1 •
Division of-Environmental Management
- .James-8. Hunt,Jr.,-Governor Ad
Jonathan B. Howes,Secretary
A. Preston Howard,Jr.,•P.E.,Director
July 11, 1994
FILE
Ms. De.�i�e Heath
282 Parker Hill Road
Pink Hill, N.C. 28572
Dear Ms. Heath:
DEM Project#94507
Duplin.County .
-On 16�May 1994, you requested a 401 Water Quality Certification from the Division
of Environmental Management for your project (minimal effect determination) located on
your.farm in Duplin County: We wrote-to you on 27 May.1994- discussing concerns•that we
have regarding-the design of the project and placing it on hold until-those concerns.are
- addressed. As of today, we have:not-received a response-to our earlier letter:: Unless we
receive a response from-you by-25.July-1-994, we will consider-that you-have withdrawn.this
application and are not interested in pursuing the project at-this-time.
-Please call me at 919433-1786 if you have any questions or would Iike to.discuss-this
matter.
Sincerely,
a�eJCt� .
John R. Dorney
Wetlands and Technical Review Group
94507.clr
cc: Wilmington DEM Regional Office
Wilmington District Corps of Engineers
Central Files
!j�� d 1994-
-r�► _, l
P.O.Box 29535.Raleigh.North Carolina 27626-0535 Telephone 919-733=7015 fAX [phone]
An Equal Opportunity Affirmative Action Employer 50%recycled/i nsumer-paper

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y/Jol`t6
Mr. William Pickett, Jr., Chairman
Duplin SWCD
302 N. Main Street
P.O. Box 277
Kenansville, North Carolina 28349-0277
April 29, 1996
Subject: Certification Data - Earnest Kennedy (Hilliard Farm)
Dear Sir:
In response to your letter dated 24 April 96,inoting concerns you have with the subject
certification performed by me on Mr. Kennedy's farm, I am enclosing data verbally
requested by Mr. Mike Suggs, MRCS, your office. This data is from an actual on-site
survey made on this farm by myself and an assistant on a boat to ascertain accurate
depths, etc.
I would also like to draw your attention to notes in Mr. Kennedy's Waste Utilization
Plan (WUP) which indicates my use of an average of about 6 months waste analysis data
to determine PAN C 1.9 lbs/1000 gallons of waste. These samples were actual samples
from Mr. Kennedy's lagoon.
Thank you for your interest in insuring technical adequacy in all certifications in
Duplin County. If we can provide additional data or answer any other questions to
acquire your concurrence, please let us know.
Sin ely,
William H. Farmer, Jr.
Designated Tech. Spec.

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S CG I l On dol�
Operator: =====-----=--------==---------=====>Earnest Kennedy
County: ---=-------------------------___--===>Duplin
Date: ----------------_-____-----___-_-__---=>04/28/9G
Dist. to nearest residence (other than owner) : ft.
sows ( farrow to finish ) : =====---=----=======>
sows ( farrow to feeder ) . -----==---==-------=>
head ( finishing only% : ====-----===--===----=> 576
sows ( farrow to wean ) : =-----=====------=====>
head (wean to feeder) : ------======------====>
Ave . Live Weight for other operations ( lbs . ) =>
Storage volume for sludge accum. ( cu. ft. ) : =>
Treatme-nt Volume (min. 1 cu. ft. /lb. )=-----=> 1 . 0
25 Year - 24 Hour Rainfall ( in. ) ==----======> 7 . 5
Rainfall in excess of evaporation ( in. ) =====> 7 . 0
Drainage area of buildings & lots ( sq. ft. ) =>
Volume of wash water (gallons/day) =--===---=>
Temporary storage period ( days ) =-----=-----=> 180
Freeboard ( ft. } : -=--------------------------> 1 . 0
Side slopes ( inside lagoon) : --==----===----=> 2 . 6 1
Inside top length ( ft. ) : ----_------- 344 . 0
Inside top width ( ft . ) . --------------------=> 71 . 5
Top of dike elevation ( ft. ) : ________________> 53. 5
tt..-m of lagoon elevation ( ft. ) . ---__----__> 42 . 3
high water table I SHWT ) elev. ( ft. ) : =>
rI,7ItAajI. required volume : ------------=> 126470 cu. ft.
ACrual design volume : ---===--==---=> 129101 cu. ft.
St,i: ---u- ping el . ( > or = to 0 . 0 ft. SHWT ) > ft.

Operator: --=--------------------==------=--=>Earnest Kennedy
County: ----=------------------------------==>Duplin
Date: =====--==========------=====--------===>04/28/96
Dist. to nearest residence (other than owner) : ft.
sows ( farrow to finish) : =-------===-----=--=>
sows ( farrow to feeder) : =----------=---==--=>
head ( finishing only) : ==--===-----=====--===> 700
sows ( farrow to wean) : ==--------=--=------==>
head (wean to feeder) : ------------===-----==>
Ave. Live Weight for- other operations( lbs. )=>
Storage volume for sludge accum. (cu. ft. ) : =>
Treatment Volume (min. 1 cu. ft. /lb. )=======> 1 . 0
25 Year - 24 Hour Rainfall ( in. )=--------===> 7 . 5
Rainfall in excess of evaporation ( in. ) =====> 7 . 0
Drainage area of buildings & lots ( sq. ft. )=>
Volume of wash water (gallons/day)==========>
Temporary storage period (days )=-----==---==> 180
Freeboard ( ft. ) . —=-------------------------_> 1 . 0
Side slopes ( inside lagoon) : ---------------=> 1 . 8 1
Inside top length ( ft. ) : =----------- 434 . 0 C 4W
Inside top width ( ft. ) : =____________________> 76 . 5
Top of dike elevation ( ft. ) : ________________> 53 . 5
tottom of lagoon elevation ( ft. ) : ==________=> 43. 7
asonal high water table (SHWT) elev. ( ft. ) : =>
tal required volume: -===---------> 161023 cu. ft.
Actual design volume: =----=========> 208898 cu. ft.
Stop pumping el. ( > or = to 0. 0 ft. SHWT) > ft.
Sec.+;0.1
Sew-1-;,,,, 13
To- ! Vole,a 3,3?9 9 q

Duplin Soil and Water Conservation District
302 North Main Street - P.O. Box 277 - Kenansville, NC 28349-0277
Phone:[phone]-2121 - Fax:[phone]
April 24, 1996
Dear Sir:
The Duplin Soil and Water Conservation District office has reviewed the swine certification(s)
for the farm listed below-and register the following concerns as noted. Due to these concerns,
the SWCD cannot concur in the plan as submitted.
Farm Owner: Earnest R. Kennedy
Farm Name: Hillari Farm
Technical Specialist William H. Farmer, Jr.
Contract Company: Murphy Family Farms
Late Received: 4/24/96
All plan documents are not included. The following checked items are needed to
complete the review:
aerial photo showing spray fieids
aerial photo showing location of lagoo;i
_ approved lagoon de,:ign
wetland determination
.x waste utilization plan
x other LAGOON SIZE AND DEPTH
Pre"minary data in SWCD case --..-.:cture had approx. 3 fee'
of sludge in bottom and only 5.5 - 6.5 feet of depth on top of sludge. Without sludge
removal, effective treatment and storage volumes may not be sufficient to use anaerobi-1
lagoon nitrogen values. If treatment and storage is not avialilable, then WUP acres may
not h? SuMicier!. .
Since the District is required to provide DEM with notification of non-concurrence of plans,
we request that you provide the requested material within 2 weeks so that we can complete our
review.
These comments are submitted as part of the district's required duties regarding the 0200
regulations.
Sincerely,
William F. Pickett, Jr.
Chairman, Duplin SWCD
CONSERVATION-DEVELOPMENT-SELF-GOVERNMENT

EMERGENCY ACTION PLAN
PHONE-NUMBERS.
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMNET SERVICES (ENDS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) io a16 a� o
COOPERATIVE EXTERSION SERVICE (CES)
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you -p[operty 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 ioccurred.
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
ti 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. g
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:, 1919-733-3.942. Ybur.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 locat•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: S
b. Contractors Address:
c. Contractors Phone: ro�a.98.53 w 7 i
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: -11, Aj,
b. Phone:
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.

INSECT CONTROL CHECKLIST F0`R' ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid S ms)
Flush Gutters Accumulation of solids lush system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
() Remove bridging of accumulated solids at
' discharge
Lagoons and Pits . Crusted Solids () Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
3!! rface.
Excessive Vegetative Decaying vegetation aintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Food Spil7dge '' () Design,t perate and maintain food 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 gram
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).
r1-
AMIC--Novernber 11, 1996

Dry Manure Handling Accumulations of animal wastes I) Remove spillage on a routine basis (e.g. 7-10 day
Systems interval during summer; 15.30 days interval during
-winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles.
()Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked.(.) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures'as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
rz
(Landowner Signature)
i
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 () Vegetative or wooded buffers:
( ) Recommended best management
pra s,
( ood judgment and common sense
Animal body,surfaces Dirty manure-covered animals () Dry flo rs
Floor surfaces Wef manurq-covered floors ( Slo floors;
aterers located over slotted floors;
() Feeders at high and of solid floors;
() Scrape manure buildup from floors;
()Underfloor ventilation for drying
Manure collection pits Urine KFrequont manure removal by flush,pit
racharge,or scrape
Parital micorbial decomposition () Underfloor ventilation
Ventilation exhaust fans Volatile gases; () Fa aintenance;
Dust GeEffici,e it movement
Indoor surfaces Dust (KVashdown between groups of animals
() Food additives;
O Feeder.oovers;
() Food'delivery downspout extenders to
feeder covers
flush tanks Agitation of recycled lagoon ( ) Flush tank covers
liquid whiles tanks are filling (1 Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater () Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon () Extend rechard lines to near bottom of
' liquid'while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling ()Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater () Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater () Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions ( -proper lagoon liquid capacity
Biological mixing ()Correct lagoon startup procedures
Agitation () Minimum surface area-to-volume ratio
( ) Minimum agitation when pumping
() Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation ( Irriga a on dry days with little or no wind
Wind draft f�m 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 mate of solids
(1 Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptong () Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading ()Soil injection of slurry/sludges
spreader outlets Volatile gas emissions ()Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry ' Volatile gas emissions while drying ()Soil infection of slurry/sludges
or sludge on field surfaces ()Soil incorporation within 48 hours
t ()Spread in thin uniform layers for rapid drying
()Proven . ogical additives or oxidants
Dead animals Carcass decomposition ( roper disposition of carcasses
Dead animal disposal Carcass decomposition ()Complete covering of carcasses in burial pits
pits ()Proper location/construction of disbdsal pits
Incinerators Incomplete combustion ()Seco ry stack burners
Standing water around Improper.drpinage Grade•and landscape such that water drains
facilities Microbial decomposition of away,from facilities
organic matter
Manure tracked onto public Poorly maintained access roads L.KFarm access road maintenance 17
roads from farm access
Additional Information: Available From:
Swine Manure Management;0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production.Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production facility Manure Management: Pit Recharge--Lagoon Treatment; EBAE 128.88 NCSU-BAE
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment: EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU•Swine Extension
Environmental Assuranc Program: NPPC Manual NC Pork Produces Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
�. 1Z•�
(Landowner Signature) '
AMOC--November 11, 1996

MORTALITY MANA.GEM.ENT. 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'.
( I 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)
i

OPERATION&-MAINTENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that.you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the•.following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
• Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pies, Recycling Pipes, and Overflow Pipes---look for:
1. separation of joints
2o 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
I 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 vaves can erode the lagoog 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 tempo fix'7if there is a threat
of a waste discharge. However, a permanent solution should be re temporary
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 should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
PH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.
t'.

Practice water conservation---m' Mi imize-building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.-
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
. - Maintain lagoon liquid level between the permanent storage level and
-the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on...
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
' storage for the winter.
. The lagoon liquid level should never be closer than 1 foot to the lowest
point of;the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
' Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal: ,l'!.1^" j
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.
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 field will be
lindted-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
i
removed without liner injury. If the liner is damaged t 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 soil test, and incorporated to reduce the chance of
i erosion. Note that if the sludge s 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.

i
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 waterds 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.