310879_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.
Appika on must be signed and dated by the Permittee.
l. Farm Number: 31-0879 Certificate Of Coverage Number. AWS310879
2. Facility Name: Jaron Kennedy Farm
3. Landowne►'s Name(same as on the Waste Management Plan): Jaron Reid Kennedy
4. Landownees Mailing Address: 740 Sandridge Rd
City: Pink Hill State: INC Zip: 28572
Telephone Number. 910-296-4541 Ext. E-mail:
5. Facility's Physical Address: 703 Cabin St
City: Pink Hill State: NC Zip: 28572
6. County where Facility is located: Dunlin
7. Farm Manager's Name(if different from Landowner):
8. Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"):
10. Operator Name(OIC): Jaron Reid Kennedy Phone No.: 910-296-4541 OIC#: 28708
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 1,200
Operation Tym:
Swine a t Dry Peahry Other T-Nues
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 Frecboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redlinc"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
LAGOON I 6-L o ?80 114f, got?
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:
l. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical s—lallst,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: 2019PermitRenewal@ncdenrgov

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

Version—November 26,2018
• Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
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.
Q A composting system approved and permitted iiy'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.
D
In the case,of dead poultry only,placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services (G.S. 106-549.70).
a a Any method which, in the professional opinionjof the State Veterinarian,would.make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
a
Mass mortality plans,are required for farms covered by-an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be:done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
3- lg - /g
Signature of Farm Owner/Man r Date
Signature of TAPOrhni5al Specialist Date

Nutrient Management Plan For Animal Waste Utilization
04-01-2011
This plan has been prepared for: This plan has been developed by:
Jaron Kennedy Ronnie G. Kennedy Jr.
Jaron Kennedy Agriment Services, Inc.
3 70 Kennedy Ln. PO Box 1096
Pink Hill, NC 28572 Beulaville, NC 28518
910-296-4541 252-56
veloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Produeer 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.
Wsignature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
v/0
Xechnica(l Specialist Signature ate
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377428 Database Version 3.1 Date Printed: 04-01-2011 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 1,112,400 gals/year by a 1,200
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 2562
Incorporated 4400
Injected 4846
Irrigated 2785
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 2,785 4416 -11631 11,764,092 -651,692
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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.
377428 Database Version 3.1 Date Printed: 04-01-2011 Source Page 1 of 1

Narrative
This plan is based on the previous created by Kevin Weston. Historic Rates and applications windows
can apply by technical rule. This plan was created to separate this farm from the Chris Turner farm.
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377428 Database Version 3.1 Date Printed: 04-01-2011 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where avai lab le.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
06194 3 4.27 4.27 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
06194 4 4.09 4.09 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
06194 5A 1.88 1.88 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
06194 513 0.76 0.76 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 5.5 Tons
5734 7 0.88 0.88 N/A Autryville Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
6190 6A 2.98 2.98 N/A Leon Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 3.0 Tons
6190 613 2.681 2.68 N/A Leon Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture 3.0 Tons
PLAN TOTALS: 17.54 17.54
LI Potential Leaching Technical Guidance
<2 Low potential to contribute to soluble None
nutrient leaching below the root zone.
>=2& Moderate potential to contribute to Nutrient Management(590)should be planned.
<_10 soluble nutrient leaching below the root
zone.
High potential to contribute to soluble Nutrient Management(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
377428 Database Version 3.1 Date Printed 4/1/2011
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 I
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (lbs/A) (lbs/A)
Source Total Use. Applic. Applic. 1000
Tract Field ID Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
06194 3 S7 Autryville 4.27 4.27 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 85.28 0.00
06194 3 S7 Autryville 4.27 4.27 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 Irrig. 202 80.69 0.00 344.53 0.00
06194 4 S7 Autryville 4.09 4.09 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.97 0.00 81.69 0.00
06194 4 S7 utryville 4.09 4.09 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 brig. 202 80.69 0.00 330.01 0.00
06194 5A JS7Autryville
utryville 1.88 1.88 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 37.55 0.00
06194 5A 1.88 1.88 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 brig. 202 80.69 0.00 151.69 0.00
06194 5B utryville 0.76 0.76 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 15.18 0.00
06194 5B S7 Autryville 0.76 0.76 Hybrid Bermudagrass Pasture 5.5 Tons 3/1-9/30 202 0 0 brig. 202 80.69 0.00 61.32 0.00
5734 7 S7 Autryville 0.88 0.88 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 17.58 0.00
5734 7 S7 Autryville 0.88 0.88 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 *275 0 0 brig. 275 109.85 0.00 96.67 0.00
6190 6A S7 Leon 2.98 2.98 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 59.52 0.00
6190 6A S7 Leon 2.98 2.98 Hybrid Bermudagrass Pasture 3.0 Tons 3/1-9/30 "190 0 0 brig. 190 75.89 0.00 226.16 0.00
6190 6B S7 Leon 1 2.68 2.68 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 brig. 50 19.97 0.00 53.53 0.00
6190 6B S7 Leon 2.68 2.68 Hybrid Bermudagrass Pasture 3.0 Tons 3/1-9/30 *190 0 0 brig, 190 75.89 0.00 203.40 0.00
377428 Database Version 3.1 Date Printed:4/1/2011 WUT Page 1 of 2
,

Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fen. (lbs/A) PA ManureA Manure Manure Manure
Nutrient Nutrient Nutrient pphed Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) (Ibs/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
Total Applied, 1000 gallons 1,764.09-_
Total Produced,1000 gallons 1,112 40 I%t
Balance,1000 gallons -651 69
u
Total Applied,tons 0.00
t-
Total Produced,tons "U 0.00
Balance,tons r?'i{ ; 0.00
I
Notes: 1. In the tract column,—symbol means leased,otherwise,owned. 2. Symbol * means user entered data.
37742R Database Version 3.1 Date Printed:4/1/2011 WUT Page 2 of 2o 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system,you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
06194 3 Autryville 0.60 1.0
06194 4 Autryville 0.60 1.0
06194 5A Autryville 0.60 1.0
06194 5B Autryville 0.60 1.0
5734 7 Autryville 0.60 1.0
6190 6A Leon 0.65 1.0
6190 1 6B ILeon 0.65 1 1.0
377428 Database Version 3.1 Date Printed 4/l/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 be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Eton
PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
150 13.16 15.04 30.09 45.13
300 26.32 7.52 15.04 22.57
160 14.04 14.10 28.21 42.31
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377428 Database Version 3.1 Date Printed: 04-01-2011 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
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 1 108
1 2 103
1 3 130
1 4 150
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 172
1 11 165
1 12 145
*Available Storage Capacity is calculated as of the end of each month.
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377428 Database Version 3.1 Date Printed: 04-01-2011 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner,who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding,waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
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377428 Database Version 3.1 Date Printed:4/1/2011 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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377428 Database Version 3.1 Date Printed:4/1/2011 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 whete
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated the
P Y 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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377428 Database Version 3.1 Date Printed:4/1/2011 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annuallyat crop sites where waste products area lied. Nitrogen
P P PP g
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.
377428 Database Version 3.1 Date Printed:4/1/2011 Specification Page 4

Crop Notes
The following crop note applies to field(s): 7
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly,so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July.For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 6A,6B
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.
------------------------------------------------------------------------------------------------------------------------ ------------- -------------------------
377428 Database Version 3.1 Date Printed: 04-01-2011 CropNote Page 1 of 3

The following crop note applies to field(s): 3,4, 5A, 513,7
Small Grain: CP,Mineral Soil, medium leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep.Adequate depth control is
essential. Review the NCSU Official Variety"green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions.Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time.The remaining N should be applied during the months of February-March.
The following crop note applies to field(s): 6A, 6B
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.
-------- -- - - -------- --- - - --------------------- - -------------------------------------------------------------------------------
377428 Database Version 3.1 Date Printed: 04-01-2011 Crop Note Page 2 of 3

The following crop note applies to field(s): 3,4, 5A,5B
Bermudagrass: CP,Mineral Soil, Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row.Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions.Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
--------- ------------------------ ---- ------- ----------- -------------- - - ---- ----- ______----- - - -------
--- -- - -----------
377428 Database Version- ----- -3.1 Date Printed: 04-01-2011 Crop
-Note Page-
a e-3 of 3-- ---- - -

System Calibration
Inforr;a:;on presented in manufacturer's charts are based on average
conch:cns with relatively new equipment. Discharge rates and ocerztio�n
CflcllgQ over time as a ui ment Pp �c��,on rates
pump we= q p gets older and components wear. In paricular,
....r tends to reduce operating pressure and flow. With continued use
nozzle wear results in art inc:ease in the nozzle opening which will i
disc 12rc9 -te while decreasing the wetted diameter. nc'``Sz the
You should be aware that operating the system different) the d
design will alter the application rate, diameter or coverage and su assumed
jn the
application uniformity. For example, operatingthe.s bsecuan-dy the
results in smaller droplers-, greater potential for drift,and• a celerazm excessive pressure
sprinkler nc�le. Clogging of nozzles can result*in pressure increase. w"r arme
intakes or c;ys�2llization of mainlines will reduce operatingpressure. J✓loCQe� .
below design pressure greatly reduces the coverage diamtr an Op„rattng
unifo ►n ity. d a,opiic2aon
For the above reason, you should calibrate our e
ensure ,L?r•Cpar'aDDiiC3tion rat-es and uniformity. equipment-on a re�Ulcr �aSIS to
three years is recom ,� Calibration at le2st once �,�ery
me.�oe... C�jiara�jon involves collecting and me=su~;� -"low ��
severe: lec�t:ons in the aooiic =1°1 area. �n
col!ec: f�o�-, = Y number of container
..rid determine :iia EPONcation rate. ,Rain c-- ,S Ca�i �� LS;,d t0
they e!reaty have a graduat.d scale from which --�uges work bzst because
�✓it!lout ^avir;c to cah to read the applicction a:;;oc.Mnt
perform additional calculations. However, pans, plasssc bug'<e:s,
jars, or c^�r hing with a uniform Openin
• a%o_ g and cr oss-se ion can be used.p;o�✓iced
the I,gijid .....ii.....�..d can be easily t;a,�Sierred to G SCCleQ container for �� == •� '
m....sUnnc.
For SiMi.'o^and sprinklers, collection containers should be located r�
throucho;..r:t e a �• .. andomiv
pplication area at Several distances ;rpm sprinklers. • '
guns, sNr ^ errs shoullling
d be located along a transec. perpendicular to t eodirec—Lv?on-
Of Pull- Se: out collection containers 25 feet apar along the transe
sides of the can cart-. You shouid compute the average�a application ra on oot1
nonunifor�;;,�y of the application. PP aye for all •
PP • On a windless day, variation between con—"of more thin 30 percent is cause for concern.
dealer or technical speciaiistfor assistance. You should coniact your irrigation
'Reprir.red fcr CPr:.�7caddn Training for O,oerations of Anima! War.a bfanagerrrer7t Systems Manua/

EXI{IBIT D-1
N �
IRRIGATION SYSTEM DESIGN PARAMETERS,
Landowner/Operator Name: �DNA�o T�zr�E� !-,, ,z z
Address• 7/ County: /-)V e 1XI
• CA6..v 5r�rr�r
�iv,C H« n/L Z 8S7Z Telephone: Date:
_(9�0) a4P. vSPS
TABLE 1 - Field Specifications
Approximate
Maximum Maxbu,uu
Useuble Size Maximum Appllcallon
Field I of Field
2 Application per Irrigation
Slope Itate3 CYcic3
Number (acres) —Soft T a
TGi 9y / Z sYPe (��) Crop(s) LJhr
( ) (6,cices) Comments
T61 90
i L� D- Z �JE,E'MuOa GR��69 .npac r 57sN
'See attached map.
2'I'01,11 fichl acreage minus recluired bulTer areas.
311cfer to N.C. Irrigation Guide,Field Office Technical Guide,Section II G. Annual application must not exceed the cgronomic rates for the soil and crop used.
MRCS,NC
JU :99G -

I?XI UBrr D-2
TABLE 2 - Traveling Trrigntion Gun Settings
t
Make, Model an(1 Type of Equipment:
T2AVF«k -3 /.,� x /ego ivos.S
.-✓.97;r.�G /�Ior�,�/�EE,�c �/D�90., l�F..¢�tECEY /.��✓D3H �
/an•.a
Field No Travel Applicolion TRAVEL LANE HQUIPMCN•I'SLITINGS
and Speed Rate !a'eclive Welled Nozzle Operating
Ilydr.nt Not C(Iective Diameter p B Operating
(M°11i1) (i11Rtr diameter Pressure /
MB3.
) WiJUI(0) Lcn th t1Pressure Arc
( ) "CO)(tCet (Iltl'llC7 ( ) r HCO 1 7
L y ) f rl�,l ,r;
Zlt /DOO Z9p .97 mnnt�`' 7a 9Z SpBo70 _._..9 '- �7nn_ �/ !7d 3y 8qp290 177d % Zl r�
IS s� ,97 7o g ( b ' r,- 1 .sueZ 9p58 97 :098Z ,3y 2/L 7.9
9 7- boo Z 9a ,S7
z90 ,77
3.59 zs'p ,97 7D 4a 300' z.GB
7D 9P IBe�
";Cc attached map.
ZShow separate cnlries for cacl,hydnult localiolt in each field.
Use file following abbrcAutiotls for vnrious arc patterns: r(fill!circle),TQ(Iltrec qunrlers 'fT
May also use degrees of nrc. ). (hvo Thirds). I l(half circle),T(one Third),
Q(rntz gunrtcr).
'— S.NC

EXI IIIIrr D-3
TABLE 3 - Solid Set Irrigation Cut! Settings N `
Make, Model and Type of Equipment:
F
eld No! Wetted OPERATING PARAMETERS
Hydrant Spacing 01) Application Nozzle Operating Operating
and Number of Diameter Along Between Rate Diameter Pressure Time
(feet PI eline Pipelines (ilk/fir)
(Inches a Cun(list) a !! dram hr Comments
.y
ISce attached map.
ZShow separate eutries for each pipeline with hydrants in each field.
NRCS, NC
J1996

r
cXl:IIBrr D4
TABLE 4 - Irrigaflon System Specifications
Traveling Solid Set
Flow Rate of Sprinkler(gpm) Irrigation Gun Irrigation
perating Pressure at Pump(psi) /S
/Z(o
Design Precipitation Rate(in/fir)
.3y- .SL
[lose Length(feet) /000 XXXXXXXX
Type of Speed Compensation XXXXXXXX
Ecwa�+ic,e c.
Pump Type(PTO, Engine,Electric)
Pump Power Requirement(hp)
TABLE S - Thnist Block Specific:ttiozls'
Dcsl nor may rovldc thrust block ttcts�ils on separate sheet.
THRUST BLOCK
LOCATION AREA (s . R.)
90°Bend Dead End IV,Z 73.0 3
Tee
NS'BE..o z,/z
Z-3v
See USDA-MRCS Field Office Technical Guide,Section IV,Practice Code 430-131).
NRCS,NC . .
JL( 1996

EXI IlDrr D-s
IRRIGATION SYSTEM DESIGNER �'-. ; > ,{��►
Name: MtCAr+
Company: ML4AAgt fs►M,� F f lt:. 'r
Address: ?0, fo- 7.0 i?o A/c
Phone: lri�o)Zp9-G y�9 6,.r Y,S(.Z FS I G PtE
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
I. A scale drawing of[lie proposed irrigation system which includes hydrant locations,travel lanes,pil)clitne routes,lhntst block location
2. Assumptions and computations for determining total dynamic head and horsepower requirements. ns and buffer areas where applicable.
3. Computations used to detennine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
S. Connpulations used to detennine the size of thrust blocks and illustraliotts ol'all thrust block coil ligurations required it,the s stem
6. Manufacturer's specifications for the irrigation pump,traveler and sprinkler(s). y '
7. Manufacturer's specifications for the irrigution pipe and/or USDA-MCS standard for Irrigatlotn Water Cunveyuncc
N.C. field Office"Technical Guide,Section IV,Practice Code 43Q-DI). '
H. The infonnation recli6red by this fonts me tltc mininlutn requircnncnls. It is lire responsibility of the dcsibaer to consider all tele
appropriate, vunl factors at to particular site and address them as
9. Irrigation pipes should not be installed in lagoon or storage pond embankments willnout tine approval of the designer.
NOTE: A buffer strip Z S feet wide or wider must be meciutuicted between the limits of the irri9111ion system and till perennial
streams and surface waters per NC Statutes.
NRCS,NC -
J 1996

NARRATIVE OF IRRIGATION DESIGN AND OPERATION
E
RONALD TURNER-RONALD TURNER FARM 2
DESIGN AND INSTALLATION OVERVIEW
This irrigation system is designed with four inch, Class 200 PVC gasket pipe and
schedule 80 fittings. The system is designed to accommodate the flow velocities, flow
rates and the pressure requirements associated with the Ag-Rain E30 traveler. Air vents
and thrust blocks are to be installed as indicated on the drawings. Air vents will consist
of using a 4"x 4"x 2" Schedule 80 tee and 2" Schedule 80 pipe, Schedule 80 fittings
(elbow and MIP adapter) with an AV 150. The thrust block areas have been calculated
and are listed on Exhibit D-4 in the plan. The design of this system requires the use of a
.97"ring nozzle in the gun. Each pull has a specific arc setting and travel speed which
must be used to achieve the desired application. This information is given in detail on
page 2 of this design. A detail of the hydrant design is also included and specifies the
type and size of fittings. All pipe shall be installed with a minimum of 30"of cover and
shall be backfilled in no less than three passes, leaving enough soil material above
original grade to allow for settling. The suction assembly for the power unit and pump to
be used should be a minimum of 4"x 30' alluminum. A pressure gauge should be
installed on the discharge side of the pump where it can be seen during startup of the
system.
SYSTEM START UP AND OPERATION
When setting up the reel,make sure it is level and the stabilizer legs are down and
secured. Engage the brake,then disengage the transmission. Pull out the hose at a speed
not to exceed 3mph. Engage transmission before disengaging the brake. Prime the pump
and start engine at idle. Operate engine in a manner not to exceed 50 psi until a solid
stream of water is exiting the gun, air is out of the line and pressure is slowly building on
the gauge. Increase rpm's slowly until desired pressure is achieved. Set all "Murphy"
safety switches to insure immediate shutdown of system if a problem occurs. Also, set
the timer to shut off pump at the time a run will be completed--but, make it a practice to
idle the system down instead of relying on the safety timer. Check all safety switches on
the reel after each start-up to insure proper operation. Read and review the
manufacturers operator manuals for additional details on start-up procedures. Grower
should walk the entire pipeline periodically to check for leaks or potential problems.
WINTERIZATION
Disconnect both ends of all flexible hoses at the pump and the traveler. Remove drain
plug from gun cart and pull out hose at least half way to purge enough water to protect
from freezing. Wind hose back onto reel and replace drain plug.

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BIG GLTN®
PERFpRMANCE ..
TABLES
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,,,. . . _ y , , • �, •..
So
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I GPtiI•s• S3• fvoz:Ie •NoZ::e I Nor:Is
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GPM OIA. I GPM OtA. GPM OIA I GP1d 75 e• 8S' 91 i Nowe
AO <7 191• 57 �2. OIA I G?tit OIA. GPM C 10-
50 50 2'.S' G•3 _215' 7s 225'217 87 222• 91 Z30. 103 240' 118 250' IA GP•A CIA I GPM CIA
2/S' T 235' 100 2a5' 115 150 t52 2c•2'
55 69 227• 8t 240' 250' 1/0 258' t30 265' iS0 2T t63 29C'
O 60 2_'S' 75 Z38' 8() 260' 126 270' l al 280' 16t 20a 3CC 80 64 �, 250, 103 263, 120 275' 136 �' la2 29S' 22a 3CC
?9 248 94 260' 1 t0 273' 128 Z�• 283' 155 295' 177 3C2' t97 68 2iS' 1a8 295' 165 305' 3tC' 2a3 33a, ;z5^
83 258' 100• 270' t t 7 283' t 35 189 3:j' i 210 4"'
100 72 2SS' 67 268' 108 250' 123 295' 1S5 3C6' 175 315, _ MS' 2S8 .• 3Sa' �:•
.; 76 2SS' 92 278• tf1 M. 123 293 1<3 30S' 163 316, 185 325' 20t c 1 2Z3 3a: 274 362' •'sr�'.
i .'Av>v1aWs Ortlp with F100 3 S+'3100. �.' ••.' A . ,• 303', t50 3tS' 171 J2a' t95 335• I �' 289 372• '�•,I :
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UNITS =;,•, ,_ •• :•;%�: ,`r,� ,�, .�,�.,,�,.:. ... r. ' ,.• ;?o.:: - -.:;.{s!';:;t -`'"tir
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A t q Ring t.�,'.a.'1•r :J:•!•'i.1;;" :acQ w'3`:•.•'•!J' #••. } t�
I. I GPM~�• 768' Ainq Ainq Ring
:.'�•;,. PS OIA. I GPM OIA. I GPtI'3i2"OIA. .857 895' R:c; Airtg
50 74 220' � �, G?N OIA. I GPM QIA. I GP•A'i. i y6S.
60 81 23$• 96 225 too 230' .. 115 240' 1Z9 �. OIA. I GPM p1A, •<<�;: i
'= 70 8$ 24s• 10a t t 0 2As' 125 260• tat ,-.1. ..-• f 6e 167 260• X.
: ;7�. 80 9i 2=5' 1/1 '?SO' 118 260' 13S 2S• 270� _� Ili' 1d3 280' :•!::ti.
90 gg 2 265. 127 27S' 145 285' 152 290..:... .__ 177 295• 198 i='•-�=
tC0 t05 270' 117 "ZTS 13s 285• 154 163 300, _ 1.9 30, •.
110 110 124 280' 142 295' _ 29S t73 ,3t0..:_:. .'_:.29t 2.. 3t5'
-1:• 27S 130 '":-290' :_ 149 305' 170 162 305' 182 320, 212 �Zc• 224 325' '
;`•L7t:_T dla rwtec Of,..rvM+o spp matety 344 less for IM 21• 31S' 191 3Z5' "�, Z'9 u'
,.� esss((or,18• j jI
4�.• • • . - ?ee 3�5. �-
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�150.SER BIG GUNS r•♦tl:1:� ..j;:•: -•.:: -=�a L -- .._. a
'w� ° E , * -�-� •t�ti:'-'�l.jti'.'r•ri=:';� •'E.,' _ • '' •.�tt,:r 1'-Ci.yy :•i'�.:'v-v ':
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A 8 NOZZLES• U.S. UNITS �. - r: -�' , ;''' X. •: :�;.., a.r.' �.:.
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50 100 �. OIA. GPs1 OIA. GPM OIA. I GPM 1.1' I - I Vozz.e
130 ,270• .,a.A QrA. G?•A ' :!A I 13' I
fi0 ! t 255' 1a3 28S' /8S 290 205 310, 270 5S I CIA.
80 120 290' 155 '•• 300• 182 305• 225 325' 275 MS, 300 3:S' 3ss0 �.
2- 4 165 310'' 3Z0' : 2a5 W. 295 360• _. _ 3: 3d5 1 380,
135 300' 175 ' �3Z0' 2!0 335' 260 3S5' 315 S 330. s• 395
.0 143 310• 15 M Z23 345' 27S 375� = _S 4101
110 150 235 355' 290 5• 335 390 .^,• 105 410,
475 .s ;..,
120 I 1:7 19S 9A0' _ .2<7 365. 37 , 3S5 aCO' ai: r•w• 425'
! I 204 350, 2:: 7 30S 385 I 370 410' c.
s'. Y=4,;� •.• '•T' 3 5' 320 395' a - a rs yp• I _25 as0•
'•V1SO R RING NOZZLE ,Y
S - U.S. UNITS • . :�:' - , s•..�:�•',' :• `L
Rin
19
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I t00 GPM OIA. I GPI: OIA. Gaya .:8"QIA. a 1.25• rS + =9
0 I 1 ?�, 130 _265 165 I G a.t OIA. �.1 :!.t. -;a t' 1
1 0 c5a. ( 143 285' 205 300• c OIA.
70 120 �• 155 ,.280' 182 300• 22: 315, 275 335 3t70 :..5' 3:C 350,
80 129 230. -: 197 310' 245 295 0' l:t 3-90 335 365,
90 135 290 18S 300• 210 320' 260 Sao• 333 30' 415 3E0'
0. 100 isJ t75 ..._31('_•;" 223 330' 275 350' 3:5 360' 38J 3ii0' ! s:= 395'
y Ito ISO 310• 185 320' 23S 3s0• 290 360' 33S 370' <CS 390' a75 <O5• ..i'.
i:. 120 ,57 3:5 I 20a 335• ise u0• 305 370' 370 3990, 42 10• s s sis•
•7be e);rt+.te�of 0' 0'
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"
1'-TAPER BORE NOZZLES -U.S. t_�•_• ''�`~
UNITS •. t ..'.:::_:.' 'a -
N C_ Nozzle 1VOzvf Nozzle
; _ •- :%~ �,:• •.T'.
I •- ^ I I.I. No2•:e ,
aS.1. Gat CIA. Gau 01A 1.2 � 1.3• Noz:.e Nozzle
60 ZSO las• 2� 3S5• GPN OtA. Gau 01A. Ga•e a OIA. I Gaaa'S- 1.6• 1..! Nozzle
OtA,
70 270 3W' 1 310 380' ..330 375• 383 390• aa5 a10• GPM CIA; GP!A CIA. I GPM pIA. ;':�,�•r
80 290 TS' �O 5 39s' a15 <10' a , e15 385 ss5
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90 310 31 c 395 380 410' s t 80 A♦,0' a a,;• 630 A6S• 715 170' 825 495'
3 <30 7.3 j9•' 390 51 C.
•':•c`
too 325 AGO' 370 420• a03 a2S' s7S <a5• SA5 A6g• 590 A70• 675 48s• 805 Sty' 9�3 533•
11c 3-0 a�„• , :� A30' 423 soo <sc• s7s a80• 625 was• 715 SOS*
l e�3 :�• •.o; $ss
120 s Aso• $25 473• s6o 1 755 520' 900 SS0• lcc�t $55'
ISO 370 s2r I a25 • 485 A60• SAS <8t;. 605 A95' 695 S I V 790 535• 11sS :?S' IC 590'
5' 485 463• 630 SOS, 725 sm.
'•_•:;Y;:.»! :cti,~ SdS aeS' 655 S t 5' 755 54.7• 960 S80' 1160 605'
!MR RING NOZZLES � U.S. UNITS
Sso• lczs s%o• 1z10 s2o•
I 1 '.' T•:nq I 1 !S-Ring +•�r' c��
f1-29' aqua,) 11 46-actual) 1b •'Rtng
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2� �, GPM 01A, (t.86' ac:ual) (1.74' ac:uat) 1t'1'�t, 2'Ain
s 300 335• GPtit OIA, Gatit O1A. (aP I•tc:CIA I (t 93'accusq
. 2_0 3-G• I 330 350 370' ,. GPM 011A
. 270 33, 370' 385 390, 410 390. <70 405' 535 a20• 5Ao
80 2g0 � 355 385• say at0' 435'
37C. I 380 s00• aas <OS' 480 A25' 535 u0• Sas +•W 695 455' ;•V,{
so 310 380• sos <15• ago' - SOS A-0- sso ass• 630 ass• 755 <'is• .',:
1C0 rS 3S0• A05 A as 435• 545 45S. 67- ,:r acs 490-
110 340 A.'♦r!' A•lS 500 say 573 a65• 625 470' 715 adS• dS5 503' -}
120 35: a 1 C' A85 AAS, 523 455' 605 475• 860 a80• T53 �'t0' 900 S20'
5a5 seS. 695 50. 790 $t0' 9a3 S35' ,•'
130 370 415. ae5 450• 630 aeS 725 ••• .58S s70• 6S5 ago• 75S 825 $20, gas Sas'
The Diameter of 1.'1rC,r i3 approximately 2�b 1et:t ror the 24.trslectory a Ie, • 505• 860 525, 1025 550,
Tt+e 81G G�`1• Cqr'onnanee NerSod r►b.,.en OC1s`nW under'c#Al:ell onoconsoaneem.a..hwsla0^Cyory aregty_�_ _

~` --Specifications--
30A PERFORMANCE GUIDE
(D2) 30A X 1000'WATER•REEL PERFORMANCE Inches Depth of Application
no•
Nelson Sprinkler System **Irrigated Travel Speed-Feet Per Hour °agree
SR150 Performance Inlet AREA heeto
3 NOZ PSI GPM I DIA PSi Width X Length 40 1 50 75 100 125 1 150 I250 ,400 Rats
.Sr 50 100 250 72 ' 175 X 1088 1.2 1.0 0.6 0.5 0.4 0.3 0.2 0.1 0.27
Ring 60 1 110 265 85 186 X 1093 1.2 1.0 0.7 0.5 0.4 0.3 0.2 0.1 0.26
or.T 70 120 280 98 196 X 1098 1.3 1.0 0.7 0.5 0.4 0.3 0.2 0.1 0.26
Taper Be 128 290 110 283 X 1102 1.3 1.1 0.7 0.5 0.4 0.4 0.2 0.1 0.25
.9T 50 130 270 80 l89 X 1095 1.4 1.2 0.8 0.6 0.5 0.4 0.2 0.1 0.30
Ring 60 143 285 94 200 X 1100 1.5 1.2 0.8 0.6 0.5 0.4 0.2 0.1 0.29
or.8' 70 155 300 108 210 X 1105 1.6 1.2 0.8 0.6 0.5 0.4 0.2 0.2 0.29
Taper 80 165 310 122 217 X 1109 1.6 1.3 0.9 0.6 0.5 1 0.4 0.3 0.2 0.29
1.08" 60 182 300 108 210 X. 1105 1.8 1.1 1.0 0.7 0.6 0.� 0.3 0.2 0.34
Ring 70 197 310 124 217 X 1109 1.9 1.5 1.0 0.8 0.6 0.3 0.3 0.2 0.34
or.9" 80 210 320 139 224 X 1112 2.0 1.6 1.1 0.8 0.6 0.5 0.3 0.1 0.34
Taper 90 223 330 155 231 X 1116 2.0 1.6 1.1 0.8 0.7 0.5 0.3 0.2 0.34
1.18" 50 205 300 107 210 X 1105 2.1 1.6 1.1 0.8 0.7 0.5 0.3 0.2. 0.38
Ring 60 225 315 125 221 X ilia 2.1 1.7 1.1 0.9 0.7 0.6 0.3 0.2 0.38
or 1.0" 70 245 330 146 231 X 1116 2.2 1.8 1.2 0.9 0.7 0.6 0.4 0.2 0.38
Taper 80 250 340 163 238 X 1119 2.3 1.8 1.2 0.9 0.7 0.6 10.4 0.2 0.38
1.2r 50 255 320 131 224 X 1112 2.4 1.9 1.3 1.0 0
.8 0.6 0- 0.2 0.42
Ring 60 215 335 151 25;i X 1117 2.5 2.0 1.3 1.0 0.B 0.7 0.4 0.2 0.41
or 1.1"
Taper Hours For 1000 Feet of Travel: 25.0 20.0 113.3 10.0 8.0 1 6.7 4.3 12.5
System Inlet pressure shown above Is for Turbine Drives.Engine Drives will be approx 10 PS;lower.
"Area covered may,vary depending on wind conditions, field dimensions and use of unspecified sprinklers.
The average area covered per run Is 5 acres.
The precipitation rate Is in Inches per hour and is based on a sprinkler arc of 320 degrees
The'System Inlet Pressure'is the pressure required at the traveler inlet.It Includes
allowances for the traveler plumbing and drive, PE tube and sprinkler pressure.
It does not Include any pressure allowances for field elevation or mainline
,.pressure loss.
IMPORTANT' Turbine drives will have higher pressure tosses at higher RPM Turbine
and are not recommended for travel speeds above 250 feet per hour.
For speeds above 250 Ft.per hour use an Engine Drive.
Follow the belt pulley selections below.
Lowest speed pulleys: Up to 75 feet per hour.
Medium speed pulleys: From 75 to 125 feet per hour.
Highest speed pulleys: From 125 to 250 feet per hour.
NOTE: Specifications are subject to change without notice. Gearbox
• (011 S4T-01360
42

BERKELEY P U M PS 'CURVE 4117
DATE 3-1-88
TYPE "B" RATING CURVES Pict 2.°2
SUPERSEDES
ENGINE DRIVE C�xlel11; Page Z702 :
• Ca:e�'d•i-8S
Case: Malarial C.I. Pan x•. rr_:3Fj Yedl xa H-te53 VAR,ous tlP.tl
• In-Ps.7«: Malaslal C.1. ►III.Na. L-.IC01 YseRNo. L-,'Ota t
i b sup.uv/l
.MAXIMUM WORKINo Pllcsstul,: ZGi PSI see or#.
:•:•: :::. .,.: .{. ... 1.•.,. ;..... .i.:. :.l _. . 1•_ lrl k Lt Q 30
IT... ..,.. ..1.«.. CJ', y. .,.. .t....�.... i.l..
........
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6i3O -- «' _, 1' g •+� � •ff .....,.1. :�..:.i7Q .C/�'1 '1•CNCY .I..t.;..i. .1.:..:.:. -_'� �». �,
..
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4cc
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C• •vim . 300 400 Ero h'o iC0 w goo 1000 1:CQ .» .;. �.:«..... ......_.._.
lzro
CAPACITY IN U.S.GALLONS PER MINME
T-2354 sra►nsasl:-7C.19 Oahe 10-27-7: offs MODEL E 3 J Q B M
3-29-72
Cass: Malarial C.I. ►se.xa. H_•o:0 momme. H-1039 - Ca
••• wR I ova tii.tt
Irr-90.Isr: Malarial C.I. PaILx., w-i=•g YKit.xO. IMF-482! Oto. 10-7/16" Full :.:.iir' gsMwstrM
/so w«V•!,st
4atlruly 'doRtime PlIEssunc ?Sl Ii.1
�"... ..: :-:•! " .. «..' •::':.•. :..::.:'. •.�'.: ....:.. is :�::: :::• :.�—=J..... All
Y
16
31,10 / [ «'. i rrlclC-cr wl..........:1...:
UW
s co I ..�.. 17P�tMl�.. .I I :/) / I :..': ;S%'xi :' ..:•�:: ... •.:»:: ......1._...�._..»:::".
..f�« ....» 1 _.�....
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IV
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. Mom.«. •�,I' ..
.A..
co
.. 11 .. ... : ::...: ........". ....
..O ZCO 3CO 400 cC ECO iC0 eco QCO Icco
CAPACITY IN U.3.GAllON1 PER lAIMU1,E
�_cz-c ....... -_�o-c -

M
JOHN DEERE POWER UNIT
January 1, 1996
JDPU.WC
NET CONTINUOUS HORSEPOWER
MODEL ENGINE SPEED, RPM FUEL
LOWEST
1600 1700 180T
900 2000 2100 2200 240 0 CONSUMPTION
4039D 52 54 5761 62 65 67
67 .357 @ 1800
4045D I 58 61
6466 67
71 71 74 I .347 @ 1800
4039T . I 69 73
76 79 82 84 �'-85 88 I .340 @ 1800
60590 I 76 80
84 87 90 93 96 100 , .350 C 1800
4045T I 81 84
88 90 92 ! 93 94
96 I .3�2 @ 1800
6068D I 86 91
95 99 102 106 108 111 I .345 @ 1800
6059 T I 101 107 112
117 1 1
2 125 , 128 135 .330"
I 1;' 18C0
6068T I 122 128
132 I 137 1-,1 d
1 .2 144 145 I .3474 1800
6081 T I 158 164 I - '1i0 170 1 70 I 170 170 I 3:0 9 1800
8 206 .,.,,
6081 A-215 I 19 -
21 5 215 215 215 I 215 — .332 9 1600
6081 A-235 218 226 235 235 235 235 235
.335 @ 18C0
6101 A 258 262 263 263 263 263
-- .334 @ 1600
6101 H 288 295]]jT 05 1 305 305
.329 @ 1600
1. NET CONTINUOUS HORSEPOWER rating includes fan, air cleaner, and muffler,
If equipped.
2. LOWEST FUEL CONSUMPTION is in Ib/hp-hr:
Gallons/hour = Actual hp x lb/hp-hr
7.076
3. DERATING:
N.A. engines ("D" suffix):
Temperature - 1.5% per 1 Q°F above 77° F;
Altitude -*3% per 1000 FT; .
Turbocharged engines " " "
g g nes ( T , A , & ,H suffix}:
Temperature -1/2% per 100 F above 77° F;
Altitude - 1/2% per 1000 FT

iz
ALA V.6.4.6
M�P Ada,�fct
s�d.It- So
x sr;P v s Z
coic,1 s`'.�klc- Nc
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Diamond ASTM D-2241 Diamond
IPS Pressure-Rated PVC Pipe Gasket Specifications
Approximate Coupler Dimensions
r
I
I
I
I
A I
I
I
1 1. Gasket configuration locks gasket in place and
1 • C prevents fishmouthing.
E 2. Chevron seal for added pressure sealing ca-
pacity.
I 3. Compression seal - provides a seal under
I
1 vacuum.
4. Wiper beads to clean spigot end.
Diamorc ASTM D2241
IPS Pressure-Rated PVC Pipe
A Rieber Gaskelted Joint Dimensions
r ,Size --
Gasket Race Socket Depth �.�• I
2 _
3.166 4.500 I - :., � -• ., cl�.:col
2'/2 3.719 6.000
3 4.434 6.000 r �..�, a �.o. I l 0 0
4 5.603 5.000 AigDer Gasket
6 8.252 6.250 --
8 10.420 6.500 Piro is D
10 12.762 7.500 Size Inscr SVt'k1:I Diameter12 14.952 7.500
• .,.. 3 y Ir 3 1/S
7116 v
5 6 7 13/16
D•2241 Pipe Dimensions 8' S 1r? 6 7!S 10 1/8
Minimum Wall Thickness 10 5 3/: 7 1r_ 12 Ir_'
o Iias son 13 s soa.2, soa2s soars soae,
Site 00 Scn'g0 31 S 0sI 200 PSI I60 PSI 125 PSI 100 PSI
-062
10
060
1.315 .133
063
1
'/.•' I.660 .teo 079 .064 .056 - Short Form �1
4.900 145 090 r -`1
2.375 .154 073 osa i S1)ccification for Dinntond `
5 113 091 .073
2.875 203 137 .110 .088 RV Irrigation Pipe
3.500 .216 167 .05 .108 '. =� ASTI -D2241•SDI::1,32.5,26,or21
.. 4.500 .237 214 .173 .138 110 - `~
5.563 .258 265 .21e 171 136 ;� Dioniond PVC Irrigation Pipe shall be m3dc or
6.625 .250 316 255 204 162 C cor:Il)ounds conforming to ASTM D1734 wit11 a
8.625 .322 410 .332 265 210 ccll classification of Diamond PVC
1l1,750 .365 5 t t .413 .331 262 =1 irrigation Pipe: must r..:e: all the dinlcnsional.
(011� 50 .406 606 .490 .392 .311 :I chemical. and physical requir:ments as outlined
in ASTM D2241. -A.inex. ANSVASAE S376.1 •''
_ ...i acid SCS 430-DD. and -:11 be supplied in 20 rout
mond's IPS Pressure-Rated PVC Pipe coupler la%mg Icngtlls.
?ts the•requiremenIs of ASTM 0.3139 •:
i1ro for availa--iio '•...•' ..''",•,,' ':I ,'4'" 'j

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• ` r '1:... � �..�•',�~•rye . _�•��. r.. +�:,�,� 4� � �+:«X`,,, — ��•�r•��•�
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.tr•��-..�.tr 'fit•..,•'.'..••: _ •: •.: �Ir•• ��3'r.::+��'.•.+ti►� •'.`• •••••.ti�:• .�• ... •-lr
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3.�1\.'-•ram:�f�.`�,!�Z .s• �•��ti.'•.h�'w.,tir��`: •.�.:«.ti�"��:f�:�::•��..��:.':ti:i:! ..•�•:•S'���..o�,:•.�•,•.r • - !•_•,..�'• ~:
�/:• w :�: . :•.r�,.�..'rC.+ =..•1.. t'�'!•i' - � �•,..7.�1:�'••:�_':r'1:�•�• �. �Via•�• .• •tsl.:����vr +~��•���Ii�:I�•�rw�:� •�!'
Lwti �_ •sir.• =:=;s•A•�,.f,_S`.r'•.: - ••")• �. ..._. .f.�.r, %A: =.�..h �•,:.+. - _ '_��� •y __ ..
,A11 �'-i' � 1`:f� - •�R ref, :•�•�..I,•+.:• ...•�•?•••'!•,. - •�1 •�'�.•..- �1• .• .��f
u•
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IM
+ �•s+-_ 'Sim"'_•:.'�.,,-:�;3`': •„�Y'�y.tr'1 `3-i�i..
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it Y •t"NUT.
N .t. -�.`� • 4

• INS •TALLATION
Table e, UrSCelrroos n►' ►.%svcoltl►:vr 41ar►ajAL Cc,%smost.tlu.a
Jialnond Agricultural PVC Pie should be assembled and SUILI.A% �r11t (►1::cal.rlfl. II►
p rl.w.. Tl'r►: tl.:►ll.�c�•:•ntc.rw.
installed With uniform and continuous support from a firm c,,,,,3M,,• 1rr..ttt.,feet.lr,l•.warty......1.1/rrll/7w.,.t.,.tt1.•.,,.•,
base in accordance with the installation procedures provided ol••Jeew..►.►•• t•—••1-f•w#S•►,Af.../r..... ..•
' fed.tnlr.sl Wt•.wr•.a rwr.J t1riL.
in ASTM D_o 7 1, and the Installation Guide for PVC Water
Pipe (a "poclet-sized" edition is available from your 0"s It:..lt•• Cw Well l r ,•taf.,•1•/It VWr.•fl..rJ......fl.l,.h.w. «, vas..wrr•..1
w.•.r h.ftr..a•..r"Noe f.r,f N•.r.ar tat...«w-.1•+M,. 1a/.�..
represen(advc or from Diamond Plastics Corporation.)
CJ F...Ir It lOrf I1t•411 W,...rlloo.a rt.•rft,Ir.k r M r..r•, Yr{•...,:,J
rw•r.r rtlebM'~:_d..X.1_" lfwf J.r t►%•roo-''a.-ff..\fl
' Clr.w '
Embedment materials are to be in accordance with soil sty w,p,,s.,,,,,,,,,,,r...,r,,,,,ti,,,lfYMr...
classifications listed under Unified Soil Classification llwt-•.,.f•..sM.asr•e N•-„artlt.rlf.-•Jrt•••:1t1.-•• Moo.
System, ASTN1 D2437.and ASTM D2438. Sr r....y p"Ifr 11».......•L.If..,.I.w• M~Oh—flrC.J......•
taws:-.r.•vt r1.a too-* Wee.w.o 11146 wl•.wvl r N..tit/..•, Cl.-•%
Te assemble• clean mating surfaces of the bell, spigot, and cl..t 111 S..Js••• cx 3.11,t.l.fl,.t.teVLIOI.�...•,,,, ,t»•,...,.�,�.,.1._.._.,...,,._
M.tr-f.Nw,t1W1 I..l.rt•r..J.r lrr:III w..
gasket. Apply gasket lubricant (furnished by Diamond CC Claret go/•flt.r.-.t.Na.l.,w..w,t 190...,.«.....,..1..—.......•J
ow Me.a t:r•r.►a..f Mro 1l011 tga+N.+ti..yu.... I
Plastics Corporation) to the entire spigot end up to the sill $der slr,ll.%WUls LL"r.r 110014.J.,..•....,•,.....w..l._..
reference mark. Also, apply lubricant to the contact surface L1w0Nrwol,lt...w..`.,ttt..r
of the gasket. 1
• fe C1yer fawal.uw1A.r....w. aa..,Mr tan....��bw..-,•.._•.w.. ,
I
style.►Iw/pM Y►'i w-...d.+X.111 t.r•f 1
('i..•1�S...96 AIL Iwlrga a 0.Ir.-err r"-.Q.•..►.:.r,.W..:4.r.:.w•«... 1.0-1 1...... I
With the pipe in straight alignment, push the spigot into � 50%a less 5�...... t.a.`.,,1 w.e l
(wr r..tla s.1 1—,.•vi
the bell up to the insertion line. If a pry bar is used to _ ��•-""''c••••i1r•,••••�••• •"• "
Is N rll,t. L.n.l 1....t►i..4•. Vty w..rr ry•,•`.�•..
apply force, the pipe should be protected by placing a board Llll lw.$,w*Jlt..,w.....:._.....�tr,..,.,...­._..:...Io. ;
w boor Itew1 NM NASK..A.f r•..•k.list•.•.
be: ee.n the ba-aid the pipe.
CN lwrlr.tll.t al rp�...•.Ir.1/.s ly.J 1.y,•.,...0 r...: vr:.
were ra vl c.1u a•.e
If norm'al `or:= does not complete the joint,disassemble the .1 c:a••t S. . tL Ihlr_ II,rJ..ItK....:.:.•Jt•.,�•.._+. �,.�,....,.., �.,
Icin t and ext^.:::i.^.e :he parts to make C�.ii�l': they�y are free of
obstructions. ��isually inspect the completed joint to insure �` `Pietro,� :„;-;y�•°•W `"`�'"''''•-'""w,, ;
�e gasket hzs ret bcez dislodged. rr l Pill.murk I,406%"„I.t•..INr.-h
S.-It are as drrrfd N ASTAI V 7867.C&Cev Iw N•:f.•.,#.J.w.b w drr•..1 M 4,011 If:t:,
• 1w•sa.�an f.r1t ASTl•l U 7ai7.lest k%sA 3t,...%6„a t.-t
•••'Iw a..•Ol.tawff ..Ill ASTI.I 0;►!r•',r.11, %411..I:e. !%. :It••.•. t•:1.«•/•..J..1.«.
rlalls 146.1 this Is—we chvsrirrivi at C111.it?M.4 Cost Ill
Table 5.
APP►tOX IM.-f,TE CI11OE FOR EST1:1SIATED RANGE OF DECREE
OF CO.I;IAC•:10lq VERSUS ENIGEOMEvT CLASS AND METIIOD The haunching area Is r1os: ::G.Conunt to the Support of
OF PLAC_ttENT AS PERCENT of STASDA-0 PROCTOR
DENSITY OR RELATIVE 0ENSITY- PVC pipe. For good support•t::c munching area should be
FOR CRASULAR MATERIALS IN P.ARE.TIIFSIS*• cornpacted to the dei;sities Siven in the Lor.o 1'er;n
CLASS OF E BEOMENT I 1 II I I11 IV Deflection Chart.
Manarae,llrad ,
161ATICHIAe UESC+77:t014 Crvatu Sa-4WCend 1►t.4cC Crisis FtweCraie
Malertilc SaI►-Oeja Salt Soat
Figure 2
o,tl/lnwee,mlt.tatttt:-wits nntc I 9•I: I 9 Ill 6.10 ' •�,�N'il'
hw«I�yr t;n.C.Sr11 I
l
Sal CI•rvrl.`al.n%-C6%l' I t o.'Flows,lv:.cic/r•1 MASSIF Rawse
(7ow•p.cl a.lac-u urttpa 93.100 •3.1(t: ' 93 l00 90.100
...ywrlr O3•tOftl .SJltt)l l .
pw..l;Ill?✓.:ok ti493 li►�! I SIIV) 73.Vo ..7... ..,..;•. ;� .._•I
C•tY•Jttia•i�t�re7utln •K493 10 V! I ` , � ":i•" :I
rul 731 IU)^e C
I jl).W1 I t
V.
1r,v1� !t►aC I lQYll (A73 1 �//��j'`//j/�''i'�'%%�//v,_—�~ ,
•b••• I rp RII Is t. M VI "1 1►- ',.: � :.:•''••',`•••':•'•`'i• j
Ia11rIh Iwr.l •?' t:'
.. 1 b.•,,,t... ..•+a!;.....•w•..•e...► tF 1..«_,;•..,,.1•.._- ....».•.y...J.Iwtw.�A•a.r...
_... ..... r. ._J.11.......t..•rs.J._s It. • r.: .•»I,r.,lal./,wl.•

FR ICTION LOSS IN POLYETHYLENE HOSE
p,5.1. FRICTI08 LOSS PER !00 SET POLYETRELTHE IRRIGATION ROSE IVAi_31
40 52 75 63 50 so
0,0, M 135 125 120 1l0 3 2.7 2.5 2.1 1.60 1.30
I.O. INS. 4.5 4.1 4.0 3.7 - - _ 03
8AL/ 10 - - - - _ _ 1.1 6.6
30 - - - - _ _ 1.4 4.0 11.2
44 - - " - " - _ _ _ _ - - 2.1 6.0 1b.4
1.2 2.9 8.4 -
60 - - _ - _ _ 1.0 1.6 3.9 11.2
70 - - " - 1.3 2.0 4.9 14.4 -
80 - - _ _ _ 1.6 2.5 6.1
90 - - ' - _ 1.1 1.9 3.0 7.5
100 - - 8.9_
110 - - - - 1.6 2.7 4.2 l0.5`' -
120 - ' _ 0.7 1.8 3. 1 4.9
130 -
- ' - " _
�40 - 0.8 2. 1 3.5 S.b
0.9 2.4 4.1 6.4
150 - 1.0 2.7 4.6 7.2 -
!60 - - - , _ 1.2 3.0 5.2 8.1
!70 - - - " B.
ISO 1.3S 3.4 5.1 . _ _ - - - -
190 - - - - !.0 1.4 3.7 6.3 9.9
200 - - 0.9 !.l 1.6 4.1 7.0
210 0.? . 1.2 1.7 4.5 7.6
_ -
220 1.0 !.3 1.9 4.9 6.3 -
230 - 1.1 1.4 2.1 5.3 7.0
240 - - 1.2 1.5 2.2 5.7 5.2
0 0.7 1.3 1.6 2.4 6.2
260 1.0 1.4 1.7 2.6 6.6
70 1.0 1.5 1.9 2.8 7.16
. - ' - -
260 1.1 1.6 2.0 3.0
7.6
- -
290 1.2 1.7 2.1 3.2 8•l - - -
300 1.2 •1.8 2.2 3.4 8.6
310' 1.3 1.9 2.4 3.6 9.2 -
320 1.4 2.0 2.5 3.8 '•Z " - _ _ _ _ _
mo 1.5 2.2 2.7 4.0 - -
340 1.6 2.3 2.8 4.2 -
350 1.7 2.4 3.0- 4.5 -
360 1.7 2.5 3.2 4.7 -
370 1.8 2.7 3.3 4.4
380 1.9 2.8 3.5 5.2 - - - - - -
390 2.0 2.? 5.7 5.5
400 2.1 3.1 3.8 5.7
420 2.3 3.4 4.2 6.3
440 2.5 3.7 4.6 6.8
460 2.7 4.0 5.0 7.4 -
- - - -
480 3.0 4.3 5.4 8.0 - - - - - - -
500 3.2 4.6 5.8 " " -

•' -10-
ICION LOSS. IN ALUMINUM F PVC PIPE
FR
P.S.I. FRICTI09 L'C.--3 PER 100 Fccr P.S.I. FRICTIOX L053 F 1t•? Fc:cc
IRRIE TIOX PI :Y! CIRIPLE S FCC IRRI6ATIOx PIPEIk=. I..2. 2 3 4: ' 5 ' 6 8 Ili. I.s).. 2 3 5 •6 8
I0 0.1 - - - - - - - -
EA11 !0 0.1 - - - - _
xIY. 20 0.5 0.1 nIx. 20 0.4 0.1 - - - - -
30 0.8 0.1 - - - -
30 1.1 0.2 - - - - - - - - _
• 4-0 1.9 0.3 o.I • - - - 4 1.4 0.1 - - - -
5? 2.1 0.3 0.I - - - -
c0 4.1 0.6 0.1 • - - - - - 60 2.9 0.4 0.1 - - - -
70 5.4 0.9 0.2 0.! - - - - 70 3.9 0.5 0.1 - - - ' • -
1.0 0.2 0A 20 5.0 0.7 0.2 0.1 • • • - Y
:0 - - 1.2 0.3 0.! - - - • to - - a.9 0.2 0.! •
1.5 0.4. 0.! - - - - tN 1.0 0.3 o.. -
110 - - 1.7 0.4. 0.! 0.1. - - 1!0 - - 1.2 0.4 0.1 - -
r - 1.5 0 4 r �
r;0 - - - - - - 0.. G��
- 20 a.� a.. 0.. !� -
4 1 17 GO . Or
.::c? - - 2. - - 0.. - -
!40 - - 2.7 0.7 0.2 0.1 !� 1.9 0.5 0.2 - -
1!0 - - 3.1 a.Q 0.Z 0.1 - - .. 1Sa - - 2.2 0.5 0._ 0..
2.5 0.6 0.: 0.!
164 - 3.5 0.9 O.s' 0.1 •- - 1 - - _ • • .
170 - - 3.9 1.o a.� o.! - 170 - - 2.8 0.7 0.2 0..
%�44 3.1 0.8 0.3 ti.! • -
• 1�^ - - 4.8 1,2 •0.4 0.2 0.4 0.1 3.4 '0.8 0.5 4.!
-� - 1.4 0.S 0.2 - - 2!0 - • �.1 1.0 0.3 0..
1.5 O.So •0.2 0.1 2;0 - �4.5 1.1 0.4. •�.2
0 - - 1.7 O.b 0.2 0.I %.0 4.9 1.2 0.4 0.:
O.s 0.3 0.1 214 - - 5.3 1.5 0.4 0.2
2.0 0.7 0.3 0.1 2S4 - - - - , 1.4 0.5 0.2 - -
260 - - - - 2.1 0.7 0.3 0.1 20 - - - - 1.5 0.5 0.1 0.!
0.3 -0.3 0.1 L"�3 - - - - !.b 0.5 0.2 0.1
- =. 1.4 0.8 0.3 0.1 21;-0 - - 1.7 0.5 0.2 02SO :i
�;a - - - -. Z:b 0.9 0.4 0.1 2�0 - - - - 1.8 • .O.b 0.3 0.1
Y-) - - 2.T 0.? 4.4 0.1 3W - - - - 2.0 0.7 0.3 0.1
310 - - - Z.9 1.0 0.4 0.1 31a - - 2.0 0.7 0.3 0.1
3.1 1.0 0.4 0.1 Z.�•? - - - - 2.2 0.7 0.3 0.1
T�0 - - - - 3.3 !.! 0.5 0.1 2:3 0.5 0.3 0.1
- 3.S 1.2 0.5 0.!' 3.4•.1 - - • 2.5 0.8 0.3 0.1
wv - - 3...r' 1.2 0.5 0.1 =_3 - - 2.6. 0.9 0.4 0.1
3c•? - - - - s 3�0 r 0.9 0.4
7.8 1.3 0. 0.!
., 0.1 - - - -
�/a - - ' - - 4.0•• 1.4 0.6 0.1
�i4 - - - - 1.9 1.0 0.4 0.1
3,.0 - - 4.2 1.4 0.6 0.1 uo - - 3.0 1.0 0.4 0.1
- 4.5 1.5 0.6 0.Z ?0 - - - - 3.2 1.1 0.4 a.I
4 - 4.1 1.3 • 0.6 0.2 3.3 1.1 0.5 0.1
5.1 1.7 0.7 0.2 42a - - - - 3.6 1.2 0.5 0.1
44-1 - - - - . - - 1.9 0.8 0.2 440 - - - - 4.0 1.3 0A 0.1
4:0 - - - - - - 2.0 0.8 0.2- 400 - - - - 4.3 1.5 0.6 0.1
4 c".a - - - - - - 2.2 0.9 0.2 4c0 4.7 1.6 0.6 0.2
,; _ _ _ _ - - 2.4 1.0 0.2 5.0 1.7 0.7 0.?
5

16
be fabricated in almost any configuration. Some epoxy coated fittings
include stacks and hydrants as an integral part of the fitting.
Occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with a coupling called a
transition or repair coupling. In-line valves can be supplied with
connections to gasket pipe.
Thrust blocking is required for gasket pipe . Most thrust blocks
will be concrete. Manufacturers recocmended thrust blocks at any
change in direction greater than 100. Figure I gives an example of
d i r"ferent arrangements for thrust b•l oc s .
Figure 1 . Example of different arrangements for thrust blocks.
-S-

Isom
jr'.
,
r'icure 2. Anchorage tilocks for in-line valves .
Table 1 is the forces encountered at end plugs . to calculate
forces encountered at bends, tees and wyes, multiply the figure in
Table 1 by the factors given in Table 2.
Table 1. Thrust W at End Plugs .
Thrust in lbs . for test pressure in psi
Pipe Oi.ameter• 100 PSI 150 PSI 200 PSI 250 PSI
(inches)
I I''
11-2 295 440 590 740
2 455 680 910 11.40
214 660 990 1320 1650
3 985 1480 1970 2460
e. 1820 2720 3630 4540
6 3740 5600 7460 9350
8 A90 9740 13 ,000 16,200
10 10,650 16,000 21 ,300 26,600
12 15,150 22,700 30 ,200 37,800
14 20,600 30,800 41 , 100 51,400
F 16. 26,600 39,800 53 , 100 66,400
OW

Table 2. . Factors .for Calculating Thrust W for
Elbows and' Tees.
El,bows: 900 1.41 Tees = 0 .70 L
60° 1.00
450 = 0.76�
300 = 0.52
-;2* 02. 0.39 .:.
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing Load
Soil I lb/ft2
f Mulch, peat and similar 0
Soft Clay 1000
Op • Sand 2000 .—
Sand and oravel 3000
Sand and gravel cemented
with clay 0000
Hard shale 10,000
Thrust block arepM2) _- lJ -_ Thrust (Table 1 & Table 2)
of I bearing strengt ( ab a 3)
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
being used.
There are a number of machines that can be used to prepare- the
trench for PVC plastic pipe. Soil types , moisture content, deoth of
trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches , backhoes , or vibrating plows
will be used for tranch preparation . The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter of pipe. Under most conditions the chain- trencher or wheel
trencher will be faster than the backhoe . Where wide trenches for large
Pipe are required, the backhoe will be most satisfactory. If soil
conditions permit, long stretches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfilled. To. avoid sharp turns in the line at obstructions ,
trenches should be curved within limits of curvature of the pipe.
-7-

IRRIGATION GUIDE FOR VIRGINIA 64CHRIS TURNER FARM
Assuming proper conditions to apply waste within hydraulic rates of the soils and
agronomic rates of the crops the following guide should be used in proper growth stage
intPrv.glq of the e.mnc to fiilfill their narnnnmir. rPrn�irP.mP.ntc
Assuming a .97 in ring nozzle with SRl 50 gun at 70 psi at the reel = 155 gpm
Assuming a conservative average waste analysis of around 2.5 lbs. 1000/gal the
following information should be used as a guide if and only if the waste does not exceed
?. 5 the 1 nnn/ual
I'Y1 !•T T l\T\ ♦T T i11ti /. T'l'T\!Y fT'.'T\ !Y I'\r - ♦ rYT T'\ 11T TT T"T !�\T1'f\ -TT�
31VIALL LTltIUIN-UJ G.V MKJ/YC.K LIU Vr1l1=L HL.1tt,Ur FULL/rtM Y r,AA
BERMUDA HAY 11.5 HRS/PER COVERED ACRE OF PULL/PER YEAR
SUMMER ANNUAL 3.0 HRS/PER COVERED ACRE OF PULL/PER YEA
CORN 3.0 HRS/PER COVERED ACRE OF PT TI.I./PFR YEAR i•
SOYBEANS 3.0 HRS/PER COVERED ACRE OF PULL/PER YEAR
WINTER ANNUAL 3.0 HRS/PER COVERED ACRE OF PULL/PER YEAR
THIS PROTOCAL FOR APPLICATION EXTENTS SHOULD ONLY BE USED AS
A GUIDE TO PREVENT OVER-APPLICATION. THE ACTUAL HOUR
DETERMINATIONS WILL COME FROM ON SITE CALCULATIONS OF THE
IRR-2 FORMS.

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d�ya9'�'.e
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tt �i_,/`_
t i i ys/
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1- POOR
j -
7
1� 7 '

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RONALD TURNER County: DUPLIN Date: 8-2-95
-.
Distance to nearest residence (othe, than owner ) : 1500.00 feet
1 ' A�F�AGE LTVE WEIGHT (ALW)
� sows (farrow to finish ) x 1417 lbs. = 0 lbs
� sows (farrow to feeder ) x 522 lbs. = 0 lbs
1�'�0 head (finishing only) x 135 lbs. = 162000 lbs
(farrow to wean) x 438 lbs. = 0 lbs
(wean to feeder ) x 30 lbs. = 0 lbs
ue other
-------------------------�-----�---- lb
Tota 162000l Average Live Weight = s
REQUIRED TREATMENT VOLUME OF LAGOON
v� luae = 162000 lbs. ALW x Treatment Volume(CF) /lb . ALW
eatment Volume(CF)/lb . A/ W = 1 CF/lb . ALW
.une = 162000 cub i c
'/ULUME FOR SLUDGE ACC��/ LATION �... _ -.- --"�m«����yw�
0.00 cubic feet -- '
DESIGNED VOLUME �°m �"��^s �7��* �vr ����=�� 3�--����^������ 7p
°"�^^^w�°^�/��aw�
` Inside top length (feet)--------------------- �� 102.2 - ='
Inside top width {feet )---------------------- 514.2
Top of dike. elevation (feet )----------------- 50.0
Bottom of lagoon elevation (feet)------------ 40.0
F` eeboard �feet)----------------------------- 1 .0
Side slopes ( inside lagoon)------------------ 3.0 : 1
Tc'tal design volume using prismoidal formula
SS/END1 GS/END2 GS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 ^ 3.0 3.0 3.00 96.2 508.2 9.0
AREA OF TOP
LENGTH * WIDTH =
96.2 508.2 48889 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
42.2 454.2 19'67 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
69.2 481 .2 133196 (AREA OF MIDSECTION * 4)
� CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
48888.8 133196.2 19167.2 1 .5
Total Designed Volume Available = 301978 CU. FT.

. . .
5 . TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon ( top of dike)
Length * Width ==
102.2 514.2 52551 .2 square feet
Buildings (roof and lot water)
8736.0 square feet Describe this area.
TOTAL DA 61287.2 square feet
Design temporary storage period to b e 180 days.
5A~ Volume of waste produced
Feces & urine production in gal . /day per 135 lb . ALW 1 .37
Volume = 162000 lbs. ALW/135 lbs. ALW * 1 .37 gal/day 180 days
Volume = 295920 gals. or 39561 .5 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
per CF
Volume = 0.0 cubic feet
5C. Volume of raiiifall 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 = 35750.9 cubic feet
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5D. Volume of 25 year -- 24 hour_ storm
Volume = 7.5 i_nche / 12 inches per foot DA
Volume = 38304.5 cubic: feet
TOTAL REQUIRED TEMPORARY.Y. STORAGE
5A. 3P'` 61 cubic feet
5D• 0 cubic feet
5C. 31'"/.51 Cubic feet
5D. 3 ::--'.o5 cubic feet
TOTAL_ 1 1 17 cubic feet
6. SUMMARY
Temporary storage 180 dart,
Rainfall in e..ces5 s cif _iporatiari====-===-r=='-f> 7 .0 i r-iches
25 year - 24 hOL.ci ray 1-i ?.1.=_-_.___________.__ '17 inches
feet
Side 3.c_a 1
Inside tap l erig th=-___.__.__..._.__.__.___ ___.__._______________ _ -> 102.2 feet
Inside tap 514.2 feet
5(--)
Oo feet
Tap of dike elevation==-=-=M===_-=-__=__-==••�.==,f a •
Bottom of lagoon elevat ion==================:> 40.0(--) feet
Total required vo 1 ume====:=====================> 275617 cu. f t . �
Actual design vo l ume==---===============-=__=_:> 301878 c u. f t. �
Seasonal high water-tabl,=z elevation (SHWT)=:==.:> 45.80 feet
Stop pumping 46.cw 0 feet �
Must be r> or = to the SHWT elev.=--•--•--•---_-_.-= > 45.80 feet
Must be > or = to min;• req. treatment el .=. 4.6.00 feet
Required minimum tr-eatme.?nt volume===========)- 162(-.)00 cu. f t .
Volume at stop pumping �:l evat ion============> 171207 cu. f t .
Start pumping e l ev.=-----.-•----•------=--•--•-___w_____=;> 48.01 feet #
Must be at bottom of .:,-eeboar-d & 25 yr.. rainfall.
Actual volume less 25 vf- .-- 24 hr. rainfall=='> 263574 cu. ft.
Volume at start pumping elevation=========== > 254771 Cu. ft .
Required volume to be p►_Amped==========-___=_ > 75312 cu. ft •
Actual volume planned t�: be pumped==========:> 83584 cu. f t . #
Min. thickness of sail 1 ine,- hen required==`,> 1 .5 feet
7. DESIGNED BY: � APPROVED BY G,�r OPA-AI&JCj
J
DATE: 2« �s DATE:
MOTE: SEE ATTACHED WASTES UTILIZATION FLAN
COMMENTS:

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SHEET 1 OF 2
OF,_riATION AND MAINTENANCE PLAN
--------------------------------
This lagoon is designed for waste treatment (permanent storage) and
181) 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) e.:cess 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 e',<Ce s-
rai.nfal l will vary from year to year . The 25 year rainfall will 1-1(--,t
be a factor to consider in an annual. pumping cycle, but this st'[-'rage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the cutlet invert of pipe(s) from
buildings) . 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 establ i'shed
to stop pumping to maintains lagoon treatment depth .
Pumping can be started or stopped at any time between these tivx!
elevations for operating c,onven ie nce as site cond i t io►'ls permit , -::such
weather, soils, crop, and equipment in or-der to apply waste withC-Ut
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 48.00 as marked by permanent marker. Stop pump-
out when the fluid level reaches elevation 46.00 . This temporary
storage, less 25 yr- 24 hr storm, contains 75312 cubic feet o►-
563337 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 ut i l i. at ion plan for further details.
5. ff:eep 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 dam.:-tged by rodents and
establish in vegetation.
7. All surface runoff is to be dive► tet:l from the lagoon to stable
outlets.
C. 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
re�Sidence or within 100 feet of a well . Waste shall be applied in a
manner not to reach other property ancj public right-of--ways.
9. The Clean Water Act of 1977 prohibit_s the discharge of
pollutants into waters of the Unitecl E-'Itates. The Department of
Environment , Health, and NatUr ill R s�LAY-Ces, Division of Environ--
riier►tal Management , has the responsibility for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, * stumps, roots, brush , boulders,sod and rubbish .
Satisfactory disposition will be made of all debris . The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
--------------------------------------
The completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfil. l material shall
be free of detrimental amounts of sod, roots, frozen -soil ; stones Over
b inches in diameter, and other- objectionable mates- i.al. . To the extent
they are suitable, excavated materials can be used as- fill. The fill
shall be brought up in approximately horizontal la.yer.s not to exceed 9
inches in thi.ck:nes•s when loose and prior to compactii_n. Each layer
will be compacted by complete coverage with the h aUl. ilig 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 10 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.
. 1. 6
LINER: THE MINIMUM REQUIRED THICF�:NESS SHALL BE O ft .
NOTE: LINERS (PARTIAL OF FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATE OR WHEN AREAS AS DESCRIBED BELOW ARE
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 FLANS 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 p l,i e���e►�t.
The maximum water- content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Pr oper-
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D696 Dry Unit
Weight of the liner material . When smooth or hard , the pr e-_%vious lift
shall be scarified and m(aistened 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-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoiat
roller is the preferable type of compaction equipment .
The soil liner- shall be pr (--itected from the discharge of waSt�z OUtlet
pipes. This can be done by using some type of energy di.ssiklator- (rock:)
or using flexible outlets can 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 embank-meat 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 ned 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 tVie next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
-------------------------------
When the 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 backf i 1 led and compacted with good material such as
SC, CL, or CH.

`
SEEDING SPECIFICATIONS
� AREA TO BE SEEDED: 1 .00 ACRES
`
USE THE GEED MIXTURE INDICATED AS FOLLOWS:
0.00 LBS. FESCUE GRASS AT 60 LBS. /ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
0.00 LBS. RYE GRAIN AT 30 LBS. /ACRE (NURSERY FOR FESCUE)
0.00 LBS. 'PENSACOLA' BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1 )
SEEDING DATES: MARCH 15 TO JUNE 15
8.00 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS. /ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0.00 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS. /ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
0.00 LBS. RYE GRASS AT 40 LBS. /ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS. -----------------------------------------------_____
APPLY THE FOLLOWING:
1000.00 LBS. OF 10-10-10 FERTILIZER ( 1000 LBS. /ACRE)
2.00 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
100.00 BALES OF SMALL GRAIN STRAW < 100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1 . PENSACOLA BAHIAGRASS IS GLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. /ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
`

Operator: =====______________________--_-_--__> VIt 14 �a rur�(Y i�'b'•���'
County: -===______--_____
C>_ to nearest residence( other than owner ) : ft•
sows (farrow to
sows (farrow to feeder ) . ==============---===>
head (finishing only ) : - -___________________ > 12224
meows (farrow to
head (wean to
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 Ra:infal.l ( in. ) : ---__-__-==> `'.
Rainfall in a ce ;C: c�z evaporation (in. ) =.====> ?. ��
Drainage area of L,;;; lc_ _jig & lots (sq. f t. ) : >
Volume of wash water (gallons/day)=====--= -=>
Temporary storage period (days) : ============> 180
Freeboard (ft. )
Side slopes 3. 6 1
Inside top length ' .ft. 51F,.
Inside top width, (ft. _ -_-__________--__-> 104. 2
':"op of dike eleva- -z.-i:: ( i:t.. )
Bottom of lagoon (ft. ) : ---_-_ -- - - -> 4Q). E,
.easor�al highw:�tc :�.�►_SIN(SHWT) elev. ( ft. ) : --:>
:'otal required 270587 cu. It.
:actual de i g n ;,:, t_, . - -- - _ - -==---->271041. 4 3 -:u. ft.
'top pumping el. ( % or = to 0. 0 ft SHWT>
( > i = tc) 46. E ft Mir,)
ired minimum treatment volume: 165240 cu. ft.
'% �.j.ume at stop pumping elevation: 1056611 cu. ft.
-Start pumping elev. . =- =_-___�_______________> ft.
Volume at start pumping elevation: 1056811 cu. ft.
Actual volume less 25yr-24hr rain: 237424 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped: ====> 71729 cu. ft.
Actual volume to be pumped : ==> 0 cu. ft.

J I
• r
of Z
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SSt 3S �
AQEA 1 Z C
s2'} = Z 3�/U sF
Am Z = 'Z (351)(35-/)
A ac-A 3 = (170')( S $SO SF
l
E = '2o' + ' S 70 �r
a� � 2 )C
'v-TIAL AQ6A = I9, SS3 SF
�X , VOLUA 6 Iry &jiiury\ = (19,553 sF) (I.S'dc�p) Z7 cl/tF = l�OP�Io cy
VOLUME IN 51ii)F,5 OF LAW06v
LW514 ' IZOOu� sr0E5 - ZSt/ t &0f T ZZB` , L13' 5' t �G� ; 1� �5s'-t lbb'
Pr
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' U;AL VOU)ME OF N ( 06-il. ,03& cy 4 2r Ioto c CY
SAY 3 zoo Ql

Ln
v.V0
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates
change over time as equipment gets older and components wearpin particular,
pump wear tends to reduce operating pressure and flow. With continued use,
nozzle wear results in an increase in the nozzle opening which will increase the
discharge rate while decreasing the wetted diameter..
You should be aware that operating the system differently than assumed in the
design will alter the application rate, diameter of coverage, and subsequently the
application uniformity. For example, operating the•system with excessive pressure:results in smaller droplets, greater potential for drift, and accelerates wear afthe-
sprinkler nozzle. Clogging of nozzles can result in pressure increase. Plugged:
intakes or crystallization of mainlines will reduce operating pressure. Operating
below design pressure greatly reduces the coverage diameter-and application
uniformity.
For the above reason, you should calibrate your equipment on a regular
ensure proper-application rates and uniformity. Calibration at least once eve
ers to
three years is recommended. Calibration involves collecting and measuring fly
ow at
several locations in the application area. Any number of containers can be used to
collect flow and determine the application rate. Rain gauges work best because
they already have a graduated scale from which to read the application
without having to perform additional calculations. However,
pans,, ro amount
sti
jars, or anything with a uniform opening and cross-section ca be used. r buckets,
ov
the liquid collected can be easily transferred to a scaled container form as lied
wring.
For stationary sprinklers, collection containers should be located randomly
throughour. the application area at several distances from sprinklers. For traveling
guns, sprinklgrs should be located along a transect perpendicular to the direction
of pull. Set out collection containers 25 feet apart along the trap sides of the gun cart. g sect on bath
9 You should compute the average application rate for all
nonuniformity of the application. On a windless day, variation between container
of more than 30 percent is cause for concern. You should contact our irrigation
s
dealer or technical specialist for assistance. Y
'Reprinted for CP-Mnrcatlon Training for Ofenvtions of Anima/Waste Management Systems Manua!

OPERATION &ATAMqTENANCE PLAN
Proper lagoon liouid 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
wetpeaods.
Maidmi m storage opacity should be available in the lagoon for periods when the-
b cz - is dormant(such as wintertime for bermudag~rass) or when there are
extended rany spells such as the thunderstorm season in the summertime.. This means
.that at the farst signs of plant growth in the later winter/eariy spring- irrigatiorr ar�a�n to
a e:la
farm waste management plan should be done whenever the IYalry enough to g'
receive lagoon liouid. This will make storage space available in the lagoon for fum�re wet
PeTiods. In, the see lac..summer/early fall the lagoon should be pumped down to the Iov�
��um 2 1) to allow for winter storage Every effort should be•made to
the lagoon close to the minimum liquid level as-long-as the weather and wa=7
utilization plan will.allow it
Waiting until the lagoon has reached its maximurrr storage opacity before starting to
gate does not leave room for storing excess water during e-tended 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:
• lviaintenancs of a vegetative cover for the dam.
Fescue or common bermudagr ss are the most common vegetative
covers: The vegetation should be fe�tilizetI each year, if•needed, to
Maintain a vigorous sand. The amount of fertuiz applied should be
based on a soils test; but in the event that it is not practical to obtain
z soils test each year, the lagoon embankment and surrounding areas
should be f&rdHzed with 800 pounds per acre of 10-10-10, or
eruivalent
• Brash and trees on the embankment must be controlled. This may be
one by mowing; smving, grazing, chopping or a combination of
th 'practices.: This should be-done at least once a year and
possibly twice ui years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If'vegetation is controlled by Spraying, the herbicide m
the lagoon water. Such chemicals could harm the bacteria in the I�goon th not be at owed to eater
the waste. are treating
Alainteuano i Df—tions of the entire lagoon should be made during the initial fMina.of.then lagoon and aI least monthly and after major r of 11 and storm events. Items to be checked should include, as a minimum, the following:
•• Waste Inlet Pipes, Recyciing Pipes, and Overflow Pipes—look for.
L separation of joints
cracks or breaks
-1. 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.
I. 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
S. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalk, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused,by wave-actiom If
wave action causes serious damage to a lagoon sidewal, baffles ur thedagoon•may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam- If'your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary-fix if there is a threat:
a of waste'discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps—check for prover 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 vibrarion, may indicate that the pump is in need or repair or
replacement
NOTE: Pumping systems should be inspected and operated.fre ruently enough so that you.
are not comvletely surprised` by equipment failure. You should perform yourpumping
system maintenance at a time when your lagoon is at its Iow level. This will allow some
safety time should major repairs be required. Having a.nearly fall lagoon is notthe time
• to think about switching, repairing , or borrowing pumps. Probably, if yourlagoon is full,
your neighhor's lagoon is full also. You should consider maintaining an inventory of spare
parts orpumps.
• 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 yourlagoon 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 inne
during or immediately following a heavy rain. If technical assistance is needed t.your system
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 raui;faii imount
(You must also be recording your rainfall for this to work,). Knowing this should help fir
palanning 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 comvlete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loadmd buns, tang care not to erode lining or bank slopes.
• Drairroives into the lagoon should have a flexible pipe extender on the
end of the pipe to'
near the bottom of the lagoon during initial
rung or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spin to maxz,
bacterial establishment (due to warnner weather). g imi
5. It is recommended that a new lagoon be seeded with sludge from a a health
y
worldncr swine lagoon in the amount of 0.25
iiouid volume. This seeding Punt of the full.lagoon
• b should occour at least two weeks prior to the
a.dM..don of wastewater.
6• Maintain a periodic check on the lagoon liquid H. If the H falls
7.0, add agricultural lime at the rate of 1 and P below
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
biological activity. C odor signals inadequate
onsultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loa '
The more frequently and regularly that wastewater is added to a I
lagoon will function. Flush systems that wash waste into the moon, the better-the
Optimum for treatment. Pit recharge systems, in which one ormor�e building areon several times daily are
and recharged each day, also work well. 's are drained.

• Practice water conservation—minimize building water usage and
spillage from leaking waterers, broken pipes and washdowwn 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,
' gate 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 Iibuid
surface and as far away from the drainpipe inlets as possible.
• Prevent additions of beddincr materials long-ste.*nmed forage or-vege=on,
molded feed, plastic syringes, or other7foreign 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 embanknaeat:
• 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.
j
(R",
-Sludge Removal:
Rate of Iagoon sludge buildup can be reduced by:

proper lagoon sizing,
• mechanical solids seuararion of flushed waste,
gravity settling or flushed waste solids in an appropriately designed basin, or
• m?nt nizng 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 chopve:agitator impeller
Dump through large-bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator, haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
iorageland; dredge sludge from lagoon with dra-!1 e. 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 sbreader
onto cropland or roragelana; and soil incoraor4tr.
Regardless of the method, you must have the sludge matmial analyzed for waste
constituents just as you would your lagoon water. The sludgy will contain different
nutrient and metal values from the liquid. The application of the sludge to fields wily be
limited by these nutrients as well as airy previous waste applications to that field and crop
requirement. -Z3 Ste application rates will be discussed iri aetai.l 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 lgoon liner remains
intact_ "If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and.heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels. as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil-test phosphores, it:
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
,Extra precaution should be used to observe the wind direction and other conditions which
.ould increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures-result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, ove=pping, and breach of the
dam.. A�suming 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. .
• Excrss surface water flowing into the lagoon.
• Liner integrity—protect from inlet-pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
• table.
NOTE: If lagoon water is allowed to overtop the dam, the moving waterwill 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,

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BM
P' to Minimize Odor Site Specific Practices
Farmstead Swine production V otaave or wooded buffers;
( Recommended best management
actices;
( Go judgment and common sense
Animal body surfaces Dirty manuro-covered animals
( Dry floors
Floor surfaces Wet manure-covered floors S ad floors;
rers located over slotted floors;
( rs at high and of solid floors;
( crape manure buildup from floors;
() Underfloor ventilation for drying
Manure collection pits Urine ( requent manure removal by flush.pit
recharge.or scrape
Parital micorbial decomposition {) Underfloor ventilation
Ventilation exhaust farm'. Volatile gases; (Zfficl
maintenance;
Dust ( nt air movement
Indoor surfaces Oust ashdown between groups of animals
() Feed additives;
() Feeder covers;
() Feed delivery downspout extenders to
feeder covers
•' inks Agitation of recycled lagoon
`-= Flush tank covers
• liquid whiles tanks are falling () Extend fill lines to near bottom of
tanks with anti-siphon vents
lush alleys Agitation during wastewater
()conveyenance Underfloor flush with underfloor
ventilation
t recharge points Agitation of recycled lagoon
() Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
`t stations Agitation during sump tank fillip p
0 () Sum tank covers
and drawdown
itside drain collection Agitation during wastewater
junction boxes - () Box covers
conveyance
i of drainpipes at lagoon Agitation during wastewater
() Extend discharge point of pipes
underneath lagoon liquid level
con surfaces Volatile gas emissions
( Pr or lagoon liquid capacity
Biological mixing startup Agitation orrect
lagoon p procedures
(;0;=
um surface aroa-to-volume ratio
( um agitation when pumping
() Mecnanical aeration
() Proven biological additives
ition sprinkler noalaw Hign pressure agitation
( rrigate on dry days with!lade or no wind
Wind draft
(?< um recommended operation pressure
(y�umo intake near lagoon liquid surface
() Pump from socond-stage lagoon
C—November 11. 1996

torage tank or basin Partial microbial decomposition Bottom or() rrtk:leve{loading
surface Mixing while filling
()Tank covers
Agitation when emptying {J Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition () Extend drain
pipe outlets underneath liquid
Mixing while filling level
Agitation when emptying {) Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading ()Sail injection of slurry/sludges
spreader outlets Volatile gas am'tssions
()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
()Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals Carcass decomposition Pf Proper disposition of carcasses
Dead animal disposal Carcass decomposition
()pits Complete covering of carcasses in burial pits
() Proper location/construction of disposal pits
Incinerators Incomplete combustion
() Secondary stack burners
Standing water around Improper drainage ( Grade and landscape such that water drains
facilities Microbial decomposition of
away from facilities
organic matter
ire tracked onto public Pooriy maintained access roads 0—farm access road maintenance
r• from farm access
Additional Information:
Available From:
Swine Manure Managemen;.0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-County Extension Canter
NCSLLB
;wine Production Facility Manure Management:Pit Rechsrge_Lagoon Treatment;EBAE 1 Za-a$ N CSU-SAE E
wine Production Facility Manure Management:Underfloor Flusa—Lagoon Treatment.EBAE 129-aB LLBA
agoon Desig and Manageni�for Livestock Manure Treatment and Storage;ESAE 103-33 NCS LBAE
alibration of Manure and Wastewater A N�u''3AE
Application Equipment;EBAE Fact Sheet NCSU-8AE
ontrolling Odors from Swine Buildings:PIH-33
ivironmental Assutanc Program:NPPC Manual NCSU-Swine Extension
otions for Managing Odor;a report from the Swine Odor Task Force NC Pork Produces Assoc
ons
iisanee Concerns in Animal Manure Management:Odors and Flies:PR0107. 1995 Conference Proceedings Floorida cooperativeU Agri C e Ext Extension
Extension
!e issues checked ( ) pertain to this operation. The Ian downerrntegrator agrees to use sound
or control measures as practical, u d Judgment in applying
srtify the aforemertvoned odor control Best Managment Practices have been reviewed with me.
(Landowner Signature)
IC—November 11, 1996

MOR-r
LI7'y A4AN
(cheek w aG���NT
_ which fie*hods 11/J�'7-NOpS
. ! ) are being f
mple fienredl
� J . Burial
after k�oree feet
beneath the
any flowin ledge Of'the death surface of
9 steam or Publ cth. 7-he buri%hb 9r°und within
J Re bOdY of waiter,a at least 3p� 24`hours
Rendering feet fro fi
9 at a rendering l .
A any licensed and
l J '
complete inciner under G, S• 146_ . .
incineration 168•7
l ) In the case a p prof dead poultry
ed by the Deanly, Placing in
J AnY me rtmenr Of Agrioaud'sAosal pit of a
Vete finarla°d which ure• size and
animal's n Would m the PrOfessi
aAAroval Value without Possible he l °Pinion o f r
the State Veterinarian hu alvage of Pa a State
Part O f
must be a r anrmal health.attached) h• f W r'n'en

INSECT CONTROL CHECKLIST FOR ANIMAL OPE .RATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices.
(Liquid Systems)
Flush Gutters Accumulation of solids ( Rush system is designed and operated
sufficiently to remove accumulated
sal rrom gutters as designed.
(loffernove bridging of accumulated solids at
disc rge
Lagoons.and Pits Crusted Solids ( aintain lagoons, satding basins and
Pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no ore than 6-8 inches over more than
3 of surface.
Excessive Vegetative Decaying vegetation k1 Maintain 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)
=eeders Feed Spillage () Design, operate ana maintain feed systems(e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis(e.g.7-10 day
interval during summer; 15-30 day interval during winter).
eed Storage Accumulations of feed residues () Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g., covered bin for
brewer's grain and similar high moisture grain
products).
Inspect for and remove or break up accumulated
solids in fitter strips around feed storage as needed.
imal 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
C.s.inspect for and remove or break up accumulated
solids as needed).
1
November 11, 199s

Dry Manure Handling Accumulations of animal wastes {) Remove spillage on a routine basis(e.g.7.10 day
Systems interval during summer. 1 S-30 days interval during
winter) where manure is loaded for land appUcaoon
or disposal.
{)Provide for adequate drainage around manure stodgaes,.
()Inspect•for and remove or break up accurn hmod 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-a 1 in insect control measures as practical. PP Y 9
1 certify the aforementioned insect control Best Management-Practices have been reviewed with me.
(Landowner Signature) .
more information contact-the Cooperative Extension Service,Department of Entomology,Box 7613,.North Carolina State University,Ralei h,NC
i95-7613. g
'C—November 11, 1996

EMERGENCY ACTION PLAN
PHONE NUMBERS
t8 DIVISION OF WATER .QUALITY (DWQ)
EMERGENCY MANAGEMNET SERVICES (EMS) -91 355 SgCo _
SOILAND WATER CONSERVATION DISTRICT (SWCD) __9Lo� ag� al�O
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) -L0 a46 al;d
OOPERATIVE EXTERSION SERVICE (CES) al(-
3� zo
ato aRre
This plan will' be implemented in the event that wastes from your operation are le
overflowing or running off site. You should not wait until wastes reach surface water
or leave you property to consider that you have a s
effort to ensure that this does not ha y problem. You should make every
location for all'employees at the facility. Thefollon. This wing should be posted in an accessible
take. g are some action items you should
1• Stop the release of wastes. Depending on the situation this may
Possible. Suggested responses to some Possible problems are listed beI nOt be
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 sur-'ace water is entering lagoon.
B. Runoff from waste application field-actions includ
e:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include: '
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators-action include:a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is see page
to f lowing leaks-possible action: P 9 as opposed
a. Dig a small sump or ditch from the embankment-to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove an'holes and compact with a clayanimals and fill
C. Have a professional evaluate he condition of the side w
bottom as soon as possible. ails and lagoon
T

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste-reach any surface waters?
.b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters? '
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, ,facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures that-have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c.- Instruct EMS to contact local Helath Department.
d. Con«c: CEs, phone number - , local SWCD office phone number - -, and local
NRCS o�i ice for advice/technical assistance phone number - -.
4. If none of :he 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.
Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contr actors Name:
b. Contractors Address:
' c. Contractors Phone: g �„
6. Contact the Technical specialist who certified the lagoon (MRCS, Consulting
Engineer, etc.)
a. Name: WC-q Pr=-
b. Phone: q10 3.25
7. Implement procedures as*advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2