260025_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number. 26-0025 Certificate Of Coverage Number AWS260025
2. Facility Name: Riverview Farms
3. Landowner's Name(same as on the Waste Management Plan): Russell Odell Wood
4. Landowner's Mailing Address: 721 H rtt Rd �'$ `.l�a C
City: Willow Suring State: NC Zip: 27592
Telephone Number: ct.., a E-mail:
5. Facility's Physical Address: 7301 Matt Hair Rd
City: State: Vy / cv Zip:
6. County where Facility is located: Cumberland
7. Farm Manager's Name(if different from Landowner): Robbie Odell Wood
g, Farm Manager's telephone number(include area code): 919-758-9103 Ext.
9. Integrator's Name(if there is not an Integrator,write"None"): TDM Farms Inc
10. Operator Name(OIC): Robbie Odell Wood Phone No.: 919- 1892 OIC#: 1005726
11. Lessee's Name(if there is not a Lessee,write"None"): 111`dAlC of 1 75 f'`7 d3
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Farrow to Wean 1,540
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
✓ Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in •any application may be subject to civil penalties up to $25.000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: VG<( 0 Oaf Title: .a
Signature: Date:
r
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

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
I /b2 ;� 0-1>� 6 0? 8yt6*47 19.00
2 19.00
-26-25-f
49.88-
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

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
F] 71 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.
y� Complete incineration according to 02 NCAC 52C .0102.
N� El
A composting system approved and permitted by the NC Department of Agriculture&Con-
E] 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.
Q In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
ff/h NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
/y// a Any method which, in the professional opinionaof 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).
CMass Mortality Plan
Mass.mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Wrri Owner/Manager Date
or 46-0!7-
Signature of chnical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
03-14-2007
This plan has been prepared for: This plan has been developed by:
Riverview Farm Inc. Ronnie G. Kennedy Jr.
Russell Wood Agriment Services, Inc.
721 Honeycutt Road PO Box 1096
Willow Spring, NC 27592 Beulaville, NC 28518
919-639-2926 252-568-2648
Developer Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
'Signature(owner) ate
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Specialist 6iFtature ate
IFTI�N - - - - --------------------------------------------------------------------------------------------------------------------------------.-..-------------
227699 Database Version 3.1 Date Printed: 03-14-2007 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.
S9 Swine Farrowing-Weanling Lagoon Liquid waste generated 4,932,620 gals/year by a
1,540 animal Swine Farrowing-Weanling Lagoon Liquid operation.This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 7612
Incorporated 13072
Injected 14396
Irrigated 8274
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 89274 8347 -73 41,9769350 -43,730
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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.
227699 Database Version 3.1 Date Printed: 03-14-2007 Source Page 1 of 1

AMIN Narrative
This Plan is based on the historical plan and rates established by Tech Spec David Faircloth in 7/9/98.
Tract#2076 field 6 was removed from plan due to expiration of waste agreement and Tract 2078 field
New was added using the most recent version of the Division of Soil and Water's Realistic Yield
database and program. This field addition was also evaluated by Cumberland Soil and Water to be
suitable for land application of lagoon effluent. (letter attached)
This farm is in a ownership change from Pete Owens to Riverview Farms Inc and proper ownership
forms should be submitted to DWQ.
Owl
l .
227699 Database Version 3.1 Date Printed. 03-14-2007 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence RYE
2078 Newl 3.63 3.63 N/A Lakeland Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 4.0 Tons
2089 1 1.70 1.70 N/A Lakeland Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture *6.3 Tons
2089 2 7.40 7.40 N/A Lakeland Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture *6.3 Tons
2089 E2a 1.50 1.50 N/A Lakeland Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture *6.3 Tons
2089 3un 15.601 15.60 N/A Lakeland Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Pasture *6.3 Tons
PLAN TOTALS: 29.83 29.83
LI PWon7q Le�r�l i '�� r:: x �` ' T "�hn cal'Guicdar icy
<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).
227699 Database Version 3.1 Date Printed 3/14/2007
PCS Page 1 of 1
NOTE: Symbol*means user entered data.

� 1 �
The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products,commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year 1
Nitrogen Cantu Res. Manure Liquid Solid Liquid Solid
PA Fort. (Ibs/A) PA ManmeA Manure Manua; Mom
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (a=) (Field) (Field)
Qbs/A) (Ibs/A) (lbs/A)
Some Total Use. AppBe. Applic. 1000
Tract Field m Soil Series Acres Acres Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
2078 Newr S9 Lakeland 3.631 3.63 Small Grain Overseed 1.0 Tons 10/I-3/31 50 0 1 0 Img. 501 29.81 0.00 108.061 0.00
2078 Newt S9 Lakeland 3.63 3.63 Hybrid Bermudagmss Hay 4.0 Tons 3/1-9/30 200 0 0 brig. 200 119.24 0.00 432.23 0.00
2089 1 S9 Lakeland 1.70 1.70 Small Grain Overseed 1.0 Tons 10/1-3131 50 0 0 brig. 50 29.81 0.00 50.68 0.00
2089 L S9 Lakeland 1.70 1.70 Hybrid Bermudagrass Pasture *6.3 311-9/30 *234 0 0 Irtig. 234 139.51 0.00 237.16 0.00
2089 2 S9 Lakeland 7.40 7.40 Small Grain Overseed 1.0 Tons 1011-3131 50 0 0 brig. 50 29.81 0.00 220.59 0.00
2089 2 S9 Lakeland 7.40 7.40 Hybrid Bermudagrass Pasture *6.3 3/1-9/30 *234 0 1 0 brig. 1 2341 139.51 0.00 1,032.35 0.00
2089 2a S9 Lakeland 1.50 1.50 Small Grain Overseed 1.0 Tons 10/I-3/31 50 0 0 brig. 50 29.81 0.00 44.71 0.00
2089 2a S9 Lakeland 1.50 1.50 Hybrid Bermudagrass Pasture *6.3 3/1-9/30 *234 0 0 Irrig. 234 139.51 0.00 209.26 0.00
2089 3un S9 Lakeland 15.60 15.60 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 29.81 0.00 465.02 0.00
2089 3un S9 Lakeland 15.60 15.60 Hybrid Bermudagrass Pasture *6.3 3/1.9/30 *234 0 0 brig. 234 139.51 0.00 2,176.30 0.00
Total Applied, 1000 gallons 4,976.35-
Total Produced, 1000 gallons 1,932.62
Balance, 1000 gallons 43.73
Total Applied,tons 0.00
Total Produced,tons 0.00
Balance,tons 0.00
Notes: 1. In the tract column,_symbol means leased,otherwise,owned. 2. Symbol *means user entered data.
227699 Database Version 3.1 Date Printed: 3/14/2007 WUT Page l of 1

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system,you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
[:Tract Field Soil Series (inches/hour) (inches)
2078 Newl Lakeland 0.75 1.0
2089 1 Lakeland 0.75 1.0
2089 2 Lakeland 0.75 1.0
2089 2a Lakeland 0.75 1.0
2089 3un Lakeland 0.75 1.0
227699 Database Version 3.1 Date Printed 3/14/2007 IAF Page 1 of 1
NOTE: Symbol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous,copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not be
used for sludge application. If this is not possible,care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum. Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge-Standard
Corn 120 bu 150 13.16 45.63 91.27 136.90
Hay 6 ton R.Y.E. 300 26.32 22.82 45.63 68.45
Soybean 40 bu 160 14.04 42.78 85.56 128.34
.... ---------------- --•------•-------------------- ----- --------------------._._......-----------------------------------
227699 Database Version 3.1 Date Printed: 03-14-2 007 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.
Av ila 1
Source Name Swine Farrowin -Weanlin Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 57
1 2 45
1 3 50
1 4 65
1 5 94
1 6 124
1 7 152
1 8 165
1 9 152
1 10 137
1 11 114
1 12 86
*Available Storage Capacity is calculated as of the end of each month.
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227699 Database Version 3.1 Date Printed: 03-14-2007 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 rea son able proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 -Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding,waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season p ron e
to flooding (see "Weather and Climate in North Carolina" for guidance).
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227699 Database Version 3.1 Date Printed:3/14/2007 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.
S. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
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227699 Database Version 3.1 Date Printed:3/14/2007 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways,waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees,shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
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227699 Database Version 3.1 Date Printed:3/14/2007 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products area lied Nitrogen
applied. 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.
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227699 Database Version 3.1 Date Printed:3/14/2007 Specification Page 4

Crop Notes
The following crop note applies to field(s):Newl
Bermudagrass Coastal Plain,Mineral Soil,Well Drained to Excessively 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. Sulfur will be needed on
deep sands with high leaching.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.For better soils the N rate can be increased to 300
lb/ac.Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and
Utilization of Pastures and Forages in North Carolina for more information or consult your regional
agronomist or extension agent for assistance.
The following crop note applies to field(s): 1,2,2a,3un,New
Small Grain: Coastal Plain,Mineral Soil,highly 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 recommended by a soil test report can also be applied at this
time.The recommended rate of potash should be split with 1/2 applied at planting and the other 1/2
applied when the N is topdressed in the Spring.The remaining N should be applied during the months of
February-March.The total N needed is dependent on the soil type.Apply sulfur at the rate of 5 lbs/acre at
planting and another 20 lbs/acre with the topdress N.Plant samples can be analyzed during the growing
season to monitor the nutrient status of the oats,barley and rye.Timely management of diseases, insects
and weeds are essential for profitable oat,barley and rye production.
-------- ---------------------------••---------------------•------------------..--•---------------------------•---------P ------------- -------------------------
227699 Database Version 3.1 Date Printed: 03-14-2007 Crop
Note Page 1 of 2

The following crop note applies to field(s): 1,2,2a,3un
Bermudagrass: CP,Mineral Soil,Well Drained to Excessively 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. Sulfur will be needed on
deep sands with high leaching.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.For better soils the N rate can be increased to 300
lb/ac. 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.
---- ------------------------------------------------------------------------------------------------------------------ ---------------------------------------
227699 Database Version 3.1 Date Printed: 03-14-2007 CropNote Page 2 of 2

Cumberland Soil and Water Conservation District
Charlie Rose Agri-Expo Center
301 East Mountain Drive, Suite 229 - Fayetteville, NC 28306-3422
Telephone: [phone]
The area that Mr. Owens proposes to add into his waste plan
(about 200' to finish out the half circles on his existing certified
irrigation plan) is mapped as Lakeland (LaB). This area is
highlighted in yellow on the attached map. This is the same soil
type as the adjacent spray area, and is very suited for hybrid
bermudagrass and suitable for lagoon effluent spray area.
Signed:
Agency: e44�� a4;Cs._- ..
r
CONSERVATION-DEVELOPMENT-SELF-GOVERNMENT

SOILS MAP
ustomer(s): ROGER OWENS Field Office:FAYETTEVILLE SERVICE CENTE
Agency: USDA-NRCS
CUMBERLAND SOIL&WATER CONSERVATION DISTRICT Assisted By:John M Ray Jr
t.
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rLegend
0 ❑ Tract—Soils N
V ❑ Tract Boundaries 250 o zso Soo 750 1.000
Feet

RIVERVIEW FARMS INC.
Irrigation Addition
T-2078 F l New (3.625 ac.)
GRAPHIC SCALE
150 0 75 150 300 600
( IN FEET )
1 inch = 150 ft.

Conservation Plan Map
Customer(s):ROGER OWENS Field Office: FAYETTEVILLE SERVICE CENTE
District:CUMBERLAND SOIL&WATER CONSERVATION DISTRICT Agency: USDA-NRCS
+' r
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Legend N
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— Roads 330 0 330 660 990 1.320
Feet
Image:naip_1-1_1n_s_nc051_2006_1.sid

SPECIFICATIONS FOR THE LAND APPLICATION OF WASTEWATER
IRRIGATION SYSTEMS FOR TARHEEL FARMS, CUMBERLAND COUNTY
According to data furnished by the owner, Roger Owens, and John M. Ray, Jr. and David G.
Faircloth,NRCS-USDA, Cumberland County,NC, this is a 1540-head sow to nursery facility. A
700-head sow to nursery facility was initially constructed and later an 840-head sow to nursery
facility was constructed. The two facilities produce annually 8316 pounds of PAN. In addition 1355
pounds of PAN are produced annually from sludge. The sludge does not have to be spread annually,
but will need to be spread when there is a buildup in the lagoon. It may require five to ten years
before sludge needs to be applied.
Soil type on the farm is predominantly Lakeland with a small field of Wickham and Autryville. The
Lakeland is excessively well drained with a permeability of 6.0-20 inches per hour down to 82 inches
and has a design infiltration rate of 0.75 inch per hour. The Wickham is well drained with a
permeability of 2.0-6.0 inches per hour in the top 7 inches and 0.6-2.0 inches per hour from 7 to 46
inches. The design infiltration rate is 0.45 inch per hour. The Autryville is well drained with a
permeability of 6.0 inches per hour in the top 25 inches,2.0-6.0 inches per hour from 25 to 39 inches
and >6 inches per hour from 39 to 59 inches. The design infiltration rate is 0.55 inches per hour.
The data on soils was obtained form the Soil Survey of Cumberland and Hoke Counties,NC which
was issued October 1984.
The two Waste Utilization Plans were developed b John M.Ray,Jr.and David G.Faircloth NRC -
P Y Y> S
USDA, Cumberland County,NC. The Plan for the 700 sow unit which was developed prior to the
use of realistic yield expectations (RYE)calls for hybrid coastal bermuda hay as the receiver crop.
The total annual PAN generated from wastewater and sludge is 4396 pounds (3780 pounds from
wastewater and 616 pounds from sludge). At an annual loading rate of 400 pounds of PAN per acre
a total of 10.99 acres of coastal bermuda is required. The Waste Utilization Plan showed that there
is 9.9 acres available. However by redesigning the land application wastewater irrigation system,
it is possible to obtain more acreage plus agreements with adjoining property owners.
The Plan for the 840 sow unit calls for hybrid coastal bermuda hay over seeded with small grain hay
as the receiver crop with an annual PAN loading rate of 335 pounds per acre. The total annul PAN
generated is 5095 pounds(4356 pounds from wastewater and 739 pounds from sludge). At a loading
rate of 335 pounds per acre, a total 15.21 acres of land is required.
The total land required according to the two plans is 26.20 acres. If the loading rate is 335 pounds
of PAN per acre for both plans the total amount of land required is 28.33 acres. The total area
available for land application is 29.59 acres. To obtain this acreage of land requires agreements with
three adjacent property owners. The agreement with Mrs. Dorothy B. Spence, Field 6,Tract 2076,
which needs to be updated, will allow Mr. Owens to land apply wastewater on a 4.51 acre field
seeded to hybrid coastal bermuda,with a small amount of overlap into adjoining areas on two sides
of the field (15-20 feet along two edges of the field). However the agreement should allow
easements of approximately 75 feet around the edge of the field. The agreement with Mr. Walter
Underwood,Tract 2078,will allow Mr.Owens to land apply to the property line without maintaining

a 50-foot property buffer. (I have not seen a copy of that agreement, but Mr. Owens has indicated
that he will provide a copy.) The agreement with Mr. Charles H. Cogdell,IV,Tract 326,allows Mr.
Owens to land apply wastewater 20 feet beyond or into Mr. Cogdell's property and therefore not
maintain a 50-foot property buffer. It is imperative that these three agreements be current and
be maintained to ensure the continuity of the Waste Utilization Plans and the Land
Application Wastewater Irrigation Plan.
Two areas will be seeded in hybrid coastal Bermuda in the Spring 1997. The fields are labeled Fields
1 and 2a on the FSC Map,Tract 2089. Field 1 needs some land shaping and a ditch cut prior to
seeding. There is a 50-foot buffer around the edge of this field and the eastern edge of it is not
usable because it was used as a borrow area for clay for the lagoons. The woods to the north
of the field contains wetland plants. The usable area for land application is approximately 1.69
acres. The remainder of the land application area,which is the area east,west and south of the swine
buildings has been in hybrid coastal bermuda for several years.
The irrigation designer was not involved in the lagoon design. There are two lagoons on the property
and there appears to be more than six months of storage. The lagoon system was updated several
years ago and both lagoons are constructed to NRCS standards. One lagoon was designed to handle
the 700-sow unit and the second lagoon was added for the 840-sow unit. The two lagoons are tied
together. The storage and treatment time should be adequate to allow for pumping about 67 percent
of the wastewater on the hybrid coastal bermuda from April through October and the other 33
percent on the small grain hay in October-November and March. There will be very limited
pumping in the December through February time period. While the Waste Utilization Plan for the
700-sow unit does not call for over seeding the coastal bermuda with small grain,it is recommended
that all the coastal bermuda be over seeded.
Land Application Wastewater System
During late 1993 or early 1994, a permanent gun sprinkler irrigation system supposedly covering
13.68 acres of land was installed on the Owens Farm(Field 2 on Tract 2089). This system consisted
of 18 hydrants with spacings from 150 feet by 165 feet to 200 feet by 195 feet. The system was
designed with 8 full circle (FC) sprinklers, 8 half-circle (HQ sprinklers and 2 three-quarter(TQ)
circle sprinklers. There were two inactive wells on the property and no consideration was given to
maintaining the 100-foot buffer around the wells. The owner has decided to properly close these
wells,using a local well driller and approved closure procedures and this was scheduled to be
competed the week of February 17-21,1997. There is also a problem with an above ground power
line and the local power supplier is scheduled to place this line underground during the week of
February 17-21, 1997. The discharge from several of the sprinklers was impacting the above-ground
power lines.
Since this system was installed to meet the requirements of cost-share under the North Carolina
Division of Soil and Water there were questions about the design, installation, operation and
maintenance of the system. The initial design called for a Nelson SR 100 gun sprinkler with a 0.55
-inch taper bore nozzle. The sprinkler was designed to operate at 70 psi at the nozzle. In actual
operation the sprinkler was found to have a 0.96-inch ring nozzle and was operating at pressure less
2

L
than 60 psi. There was no drawing of the layout, and no calculations for pump TDH,thrust block
size, irrigation scheduling, record keeping or other documents on the design, installation and
operation of the system.
Since the owner is correcting the problem of the two wells that were within 100 feet of a land
application area and the power line is being placed underground, two of the problems are solved.
However the only way to solve the problem of excessive spacing for hydrants is to relocate a number
of the hydrants. In the new design, a sprinkler spacing of 140 feet by 140 feet is selected. The
Nelson SR 100 gun sprinkler with 0.55-inch nozzle, when operated at 70 psi has a diameter of 238
feet. Taking 60 percent of diameter as sprinkler spacing gives a spacing of 140 feet to the nearest
20 feet (23 8 feet x 0.60= 142.8 feet). On the old part of the system hydrants will be relocated to
provide the 140-foot spacing except in one case where a spacing of 150 feet is used to keep from
relocating a hydrant. In the new part of the land application system, to obtain as much land as
possible for land application,sprinkler spacing down the lateral line on two laterals is 135 feet,rather
than 140 feet.
The field owned by Mrs. Dorothy B. Spence,Field 6,Tract 2076,will not have permanent irrigation
pipe installed. Instead portable aluminum pipe will be used for the seven hydrant locations needed
in the field. A valve opening elbow will be used to connect the aluminum pipe to a permanent
hydrant located along the property line. Approximately 420-440 feet of aluminum pipe will be
needed to handle the 3-valve longest lateral. The pipe can be moved to handle the shorter laterals.
There needs to be a permanent post installed at the end of each of the three laterals so that the
operator knows where the laterals should be laid.
In the redesign of the originally installed system, a total of 26 permanent hydrants are needed,plus
the aluminum pipe and hydrants for the seven locations in the Spence field. This requires 8
additional hydrants. Also 14 of the 18 hydrants will need to be relocated. The pipe that is in the
ground can be used, but it may be as inexpensive to install some new pipe. In some cases, it will
require digging down to the pipe and installing a hydrant on the pipe. According to the original
design the pipe is supposed to be 4-inch Schedule 40,IPS,PVC plastic pipe. The design also called
for nine thrust blocks so I assume that gasketed pipe was used. It appears the hydrants are 4-inch
by 4-inch by 2-inch tees, with a 2-inch riser and 2-inch valve. There are a couple of air
relief/vacuum relief valves installed, but that probably is not enough. There should be an air
relief/vacuum relief valve at the end of each line. It is difficult to know where the installer dead-
ended pipe without digging it all up.
The redesign of the old system provides approximately 10.90 acres of land application which is
approximately what is needed for the 700-sow unit. This includes the Spence field, Field 6, Tract
2076. Four hydrants do irrigate a portion of the new field, Field 2a, and had the new field not been
added they would still be needed so they can be a portion of the old system.
It is a little difficult to know exactly how much pipe will be needed for the modification of the old
system. I would suggest leaving that decision to the installer. Certainly some of the pipe can be
used. The pipe serving the five hydrants between the lagoon and the buildings can be used. A short
line will need to be installed where the one hydrant is being relocated. The 4-inch line along the
north edge of Mrs. Spence's field can be used. The 4-inch line next to Mr. Underwood's property
3

can be used. There will need to be some relocation of hydrants and some pipe added on both ends
to install a couple of hydrants.
I would recommend abandoning the second 4-inch line in that field. It could be dug up and reused
in another location and possibly the hydrants could be reused, but all of those hydrants are in the
wrong location.
I would suggest a 6--inch supply line from the pump station over to the area where the relocated
lateral line needs to be installed and then run the 6-inch line across to the new large field, Field 2a,
and across that field. To allow sufficient time to operate the land application system and still allow
the coastal bermuda hay to be cut and baled, the operator needs to run at least three gun sprinklers
at one time. This will require a flow rate of 225 gallons per minute(gpm)which will exceed the 5
feet per second(fps)velocity recommended for 4-inch PVC pipe. Also to provide adequate sprinkler
operating pressure,a larger pipe size is needed. The pump will only develop approximately 82 psi.
A pressure of 70 psi is needed at the sprinkler. Using 4--inch pipe the friction loss to the north side
of the large field is approximately 21 psi. In 6-inch plastic pipe the friction loss will be
approximately 3 psi. This will provide adequate sprinkler pressure.
A second pump and electric motor needs to be installed. This will be a Berkeley Model 1 1/2 TPM,
with 6 9/16-inch impeller, with 10 HP single phase motor. Both of these units will be operated in
parallel. Both pumps will discharge into a common discharge line. There should be check valves
on the discharge side of the pumps so that one pump does not try to over power the second pump.
This second pump and motor are identical to the presently installed pump and motor. Using two
pumps and motors will allow the operation of three gun sprinklers at one time.
I realize that Mr. Owens has indicated that he does not believe that his operation is generating as
much wastewater as the values in NRCS Standard 633. According to that standard, on an annual
basis,the operation should generate approximately 4,932,620 gallons of wastewater(3203 gal./sow
x 1540 sows). This is 166,699 gallons per acre (4,932,620 gals. _29.59 acre) or 6.139 acre-inches
per acre. The precipitation rate of the full circle gun is 0.368-inch per hour based on a spacing of
140 feet by 140 feet. When the sprinkler is operating by itself with no other sprinkler operating next
to it the average precipitation rate is 0.20 inch per hour. To apply this amount of wastewater using
one gun(75 gpm)will require 1096 hours. It is not feasible to operate a land application this many
hours during one year. Pumping 225 gpm, the operation time is cut to approximately 365 hours
which is very feasible. To be able to do this, however will require the second pump and electric
motor and the 6-inch supply line which will also serve as a lateral across part of Field 2.
In the large field,Field 2a,the laterals will be 3-inch. Only one sprinkler should be operated on the
lateral at one time. It is recommended that gate valves be installed on each of the laterals in Field
2a. By doing this only those laterals where sprinklers are operating will be charged with wastewater.
The line going to Field 1 can be 4-inch with the idea that only two sprinklers will be operated in that
field at one time. The laterals will be 3-inch.
All the pipe should be Class 160, IPS, PVC gasketed plastic pipe. The risers will need to be
constructed of Schedule 80 IPS, PVC plastic. This will include a tee (G x G x S or S x S x S), a
4

riser, and a valve. The valve can be one of the cast aluminum or steel valves or a gate valve
(flanged) with an adaptor on top to accept a circle-lok connector to attach to the gun sprinkler.
Different installers have their own ideas about what is best. Where threaded PVC fittings can be
avoided, it is recommended. Threaded fittings have half the strength of solvent weld fittings.
Schedule 40 fittings have approximately 60 to 72 percent of the strength of the Schedule 80 fittings.
Some installers use a gate valve off of the side of the hydrant and install the air relief/vacuum relief
valve on top of the hydrant. The sprinkler is then attached to a fitting beyond the gate valve.
Since most of the area is flat, air relief/vacuum relief valves only need to be installed at the last
hydrant on the ends of the laterals. This needs to be at least 1.5-inch valve. It can be cast aluminum,
steel or brass,probably cast aluminum. There also needs to be an air-relief/vacuum relief valve and
a pressure relief valve at the pumps.
When installing the second pump and motor,it is reasonable to have it discharge into the 4-inch Z-
pipe that has already been installed and then increase the size of the pipe in the ground from 4-inch
to 6-inch.
Since the pipe being installed will be gasketed pipe,thrust blocks will be needed at all tees, ells and
pipe ends. The hydrants need a ring of concrete around the top of the hydrant(square of cement 18
inches by 6 inches thick) but do not necessarily need thrust blocks on the tee in the ground.
However, if the trench is much wider than the tee, it is advisable that the soil be thoroughly
compacted on each side of the tees or that concrete be poured on each side of the tee.
i
Soil cover should be approximately 36 inches for the 6-inch pipe, 30 inches for the 4-inch pipe and
24-30 inches for the 3-inch pipe.
The aluminum pipe needed to irrigate the Spence field,Field 6,Tract 2076,should be at least 3-inch
diameter. Only one sprinkler should be operated per lateral at one time. The two hydrants along the
edge of the field need to be equipped to connect to the aluminum pipe.
When the wastewater irrigation system is being operated, there will be few times when two
sprinklers are operating adjacent to each other. One case might be Field 1, but even that field can
be irrigated with only one sprinkler operating at one time. There are two ways to look at
precipitation rate. For the purposes of computing the rate at which PAN is being applied,we use the
sprinkler spacing of 140 feet by 140 feet. For the purposes of computing average precipitation rate
we use the effective wetted area of the sprinkler.
PR = 96.3 x GPM PAN loading rate
SSxSI
GPM= 75
Ss = S, = 140
5

1
For two laterals in large field SS= 135
S,= 140
PR = 96.3 x75 = 0.37-inch/hour
140x140
PR = 96.3x75 = 0.3 8-inch/hour
135x 140
PR avg = 96.3 x GPM x 360 PR when sprinkler is operating with no
n(.9r)2 w other sprinkler operating next to it.
r = radius= 119 feet
w=sprinkler arc angle
Arc angles vary from 145° to 360'. I propose to round these to the nearest part of
half-circle (180'),three-quarter circle (270°) or full circle (360°). The operators
can work with those numbers.
1800
PR = 96.3 x 75 x 360 = 0.40 inch/hour
3.14(.9x 119)2 180
2700
PR = 96.3x75 x 360 = 0.30 inch/hour
3.4(.9x 119)2 270
3600
PR = 96.3 x 75 x 360 = 0.20 inch/hour
3.4x(.9x 119)2 270
6

To compute precipitation rate of other than full circle sprinklers, using normal spacing, for half-
circle, PR=0.37 x 2 =0.74 inch/hour. For three-quarter circle, PR=0.37 x 1.5 =0.56 inch/hour.
These numbers need to be used to figure how long to operate the various sprinklers. It is suggested
that when half-circles are operated,that only half-circles be operated,when three-quarter circles are
being operated, only three-quarter circles be operated and when full circles are operated then only
full circles be operated. It would be possible to operate full circle and half-circle at one time and
operate the half circles, half as long as the full circle.
Table 1 shows the different arc angles and the arc to be used in computing how long to run each
sprinkler and the operating time to apply 0.5 inch of wastewater. It is recommended that maximum
applications be held to 0.5 inch. It is recognized that rounding arc angle off to the nearest 90° will
give over application or under application, but there has to be a practical system to compute
operation time.
Even though both pumps will feed into a common discharge line each will need a suction pipe and
strainer,a hand operated diaphragm pump for priming and on the discharge side of the pump a check
valve for each pump to ensure that one pump does not pump back on the second pump. The suction
line should be connected to the pump with an eccentric connector. The suction pipe should be 4-
inch. The suction strainer should have openings no larger than 1/4 inch. The two suction strainers
should be separated by at least 8 feet.
Calculations of Total Dynamic Head (TDH)
There will be two types of pipe on this system,the Schedule 40, IPS, PVC plastic pipe which was
installed in the old system and Class 160,IPS,PVC plastic pipe which will be installed in the retrofit
and the new system. The schedule 40 pipe will have slightly higher friction loss, but normally only
one or at most two sprinklers will be operated on that pipe at one time. On the new 3-inch laterals,
only one sprinkler will be operated at one time. With the use of the 6-inch supply line,the friction
loss to the most distance point is approximately 3 psi, so I have not computed friction loss for each
hydrant. Also because there is little elevation change, no value is shown for elevations.
Pump TDH
Source
Sprinkler 70.00
Friction loss, 6-inch supply line (.14 psi/100 x 2250 feet) 3.15
Friction loss, 3-inch lateral (.42 x 660 feet) or 2.77
Friction loss, 4-inch Schedule 40 pipe(.46 x 600 feet) 2.76
Riser height(6 feet x .433 psi/foot) 2.60
Fittings loss (40%x FL in pipe) 2.15
Total 80.67 psi
Values for friction loss in pipe is taken from pipe friction loss charts. Copies of these are enclosed.
Sprinkler pressure is taken from the manufacturer's literature.
7

Table 1 -Actual Sprinkler Arc Angle,Arc Angle To Be Used for Determining Operation Time
and Time Required to Apply 0.5 inch of Wastewater Irrigation
Time Required
Actual Arc Angle Arc Angle to Use To Apply 0.5 Inch
1450 1800 40
1550 1800 40
1770 1800 40
1800 1800 40
1850 1800 40
2030 1800 40
2100 1800 40
2160 1800 40
2390 2700 60
2450 2700 60
2470 2700 60
2480 2700 60
2580 2700 60
2640 2700 60
2650 2700 60
2670 2700 60
2710 2700 60
272° 2700 60
2780 2700 60
2930 2700 60
3280 3600 81
3320 3600 81
3600 3600 81
8

1
Application of Wastewater
The time required to operate a sprinkler to apply 0.5 inch of wastewater is shown in Table 1. During
the growing season for coastal bermuda, applications of wastewater should not occur any closer
together than three days and should not occur any closer to a rainfall event than three to four days.
During the growing season for the small grain hay,there should be applications at or near planting
and possibly one application during December-February and the other applications during March.
In the winter months application amounts may need to be reduced to 0.2 - 0.3 inch and not closer
together than every seven days.
The total amount of wastewater applied should not exceed the PAN allowed by the Waste Utilization
Plan. This is 225 pounds per acre annually on the hybrid coastal bermuda and 110 pounds per acre
annually on the small grain hay. The nutrients should be applied to the coastal bermuda after each
cutting and to the small grain hay before or near planting, once it germinates and then when it is
actively growing in early March through the month of March.
According to NRCS Standard 633-46, copy enclosed,the wastewater should contain 45 pounds of
PAN per acre-inch (1.67 pounds per 1000 gallons) and the facility should generate 0.12 acre-inch
per sow per year(or 184.8 acre inch)(0.12 acre-inch/sow x 1540 sows= 1848 acre-inch). Based on
an application area of 29.59 acres, this is 6.25 acre-inch per acre. The coastal bermuda should
receive 4.2 acre-inches per acre and the small grain hay should receive 2.05 acre-inches per acre.
This will be approximately eight applications to the coastal bermuda hay and four applications to the
small grain hay. An extremely wet year such as 1996 could increase the amount of wastewater that
needs to be applied and a dry year could reduce the amount. I have assumed the same PAN loading
rates on all fields. The small field of Wickham and Autryville is only 6 percent of the total
application area so that should not be a problem.
Accurate records need to be maintained on the pumping times. It is important not to over apply with
the part circle sprinklers. The records should indicate the amount applied and the days on which
applications were made. This should be done for each riser. I have not numbered the risers,but they
should be numbered and records kept in that manner. Forms IRR-1 and IRR-2 are found in the
Certification Training for Operators of Animal Waste Management Systems Manual which you
received when you attended the certification training.
Pumping should occur as much as possible during daylight hours, but not in winds over 10 mph. It
is important that the pressure be maintained at between 80 and 84 psi at the pump to give
approximately 70 psi at the sprinkler nozzle. I would suggest that you have a good glycerin filled
pressure gauge on each gun sprinkler and occasionally check pressure to be sure the proper pressure
is being maintained.
It is recommended that a flow meter be installed at the pump station so that the operator can
determine the total volume of wastewater that is being applied at each application. While this is not
absolutely necessary, it is a good method to use in determining the amount of wastewater applied.
It is recommended that at least once year per that an evaluation be conducted of the landapplication
p Y
system. That evaluation should involve at least four sprinklers in each of at least two locations in
9

the land application site. This can be done using the procedures developed by Drs. Barker and
Evans. A copy of this draft document is enclosed since the final document has not been prepared
and there is no ruling on the exact procedure that will be required by DWQ. To maintain a proper
liquid level in the lagoon,land application should occur,assuming the soil is not wet and there is an
actively growing crop or one will be planted within 30 days, when the liquid level goes above the
start pumping level. The lagoon should never be allowed to reach the freeboard level and should not
be pumped into the treatment volume level.
Pipe Installation
All of the pipe will be bell and gasket Class 160, IPS, PVC plastic pipe and the fittings shall be
gasketed Class 200,IPS,PVC plastic such as those manufactured by Harco or Schedule 80 fittings.
The tees for the risers shall be Schedule 80, IPS, PVC plastic ( G x G x S). The riser will be
Schedule 80, IPS, PVC plastic. The pipe shall have a minimum 30-inch cover.
The gate valves(isolation valves) shall be cast iron,epoxy coated body, 175 psi rated, stainless steel
stem 1.5-inch or 2-inch operating nut and replaceable disc. It is recommended that the gate valve
be gasketed but it can be flanged or threaded.
Either end caps or end plugs can be used. All turns(ells,tees) shall be thrust blocked and the gate
valves will be thrust blocked as will the ground entry.
Record Keeping
The latest regulations require that records on wastewater application be maintained for five years.
This includes pumping records, lagoon level, piezometer readings, etc. Senate Bill 1217 also
requires that the soil be tested annually within 60 days of land application. Waste samples should
be analyzed at least annually, but it is recommended that this be done quarterly.
There is also a requirement that an Emergency Action Plan (EAP). Details for the Emergency
Action Plan are given in Chapter 5, Certification Training for Operators of Animal Waste
Management Systems Manual. This plan deals with lagoon overflow,runoff from waste application
fields, leakage from the waste distribution system and leakage from the base or sidewall of the
lagoon. All of the items in the EAP are common sense things to do if there is a problem. All farm
workers need to be familiar with the plan and how to respond if an emergency occurs.
Each farm will receive two inspections per year, one compliance inspection from DWQ,
NCDEHNR, and one operational inspection from the North Carolina Division of Soil and Water.
Both inspections will use the same forms. Items that are not in compliance with the Wast Utilization
Plan can be cited as violations. It is important that the Waste Utilization Plan be implemented and
followed.
10

Maintenance
There should be no land application of wastewater during freezing weather. The pump,the above
ground portion of the discharge pipe and the suction line should be drained during freezing weather.
The risers should be drained to approximately one foot below the surface during freezing weather.
Any liquid in the pipe in the ground should not freeze. The simplest way to drain these pipes is to
install a drain valve at the low point in the pipe,however,be sure that the wastewater does not drain
to a stream, ditch, etc. Only about 25-30 gallons of water need to be drained.
Check the air relief/vacuum relief valves at least a couple of times per year to see that they are
operating properly and are not leaking.
It is recommended that a ring of concrete(6 inches deep, 18 inches square)be poured around the top
of each riser. Check this at least once per year to see if there is any cracking.
Check for leaks each time an application of wastewater is made. Repair any leaks immediately.
Wash down the sprinklers and sprinkler carts at least once per year. Ensure that the sprinkler is
turning freely and that the nozzle has not worn more than 0.05 inch without replacing the nozzle.
Equipment
A complete list of equipment is not being furnished because it is difficult to know what can be
salvaged from the existing system and how much of that equipment can be used. There will certainly
be some equipment that can be used and some will have to be replaced. Most of the hydrants are in
the wrong location. A total of 76 hydrants will be needed. Of this number 69 are permanent
hydrants. Of the 18 presently installed hydrants. 14 need to be relocated.
Approximately 1700 feet of 6-inch Class 160,IPS,PVC plastic pipe, 1160 feet of 4-inch Class 160,
IPS, PVC plastic pipe and 6560 feet of 3-inch Class 160,IPS, PVC plastic pipe will be needed. All
of this is gasketed pipe. At the end of each lateral,the hydrant can be constructed of a 90° ell, stack
and valve or a tee can be used instead of the 90° ell with 5 feet of pipe beyond the tee,which will
act as a trash collector and then put an end cap or plug on the end of the pipe. I personally prefer the
extra 5 feet of pipe in order to not have to worry about clogging of the hydrant on the end of the line.
There is an isolation valve going to Field 1. I would recommend isolation valves on each of the long
laterals in Field 2a but there are not required. You could put one isolation valve going to Field 2a
and only open it when you are irrigating in that field. The idea of isolation valves is to keep the
whole system from being pressurized during irrigation events. Where the supply line goes across
Field 2a,crosses can be used to connect the two laterals or two tees can be used. With the amount
of pipe of this system,there will be a considerable amount of wastewater being stored in the pipe.
Isolation valves also allow someone to work on a portion of the system while another portion is
being operated. If you do not put gate valves on each lateral in Field 2a, I would certainly put one
of the 6-inch line going into the field, but having one on each lateral is recommended.
11

Approximately 420 feet of Class 150,3-inch aluminum pipe and three hydrant valves are needed for
the Spence field. That pipe will need to be moved around to irrigate the entire field. To have enough
pipe for the entire field will require 980 feet of pipe and seven hydrants. Also three end plugs will
be needed.
One 10 HP single phase electric motor and Berkeley B 1 1/2 TPM pump needs to be equipped with
6 9/16-inch impeller will be needed. The pump needs to be equipped with a manual disconnect
switch,magnetic starter with heaters, glycerin filled pressure gauge, check valve, diaphragm hand
primer, 4-inch suction pipe with strainer, with suction hose connected to pump with eccentric
connector.
Several tees and ells will be needed. They can be gasketed Schedule 80, IPS, PVC plastic or Class
200. Gate valves should be cast iron,epoxy coated body, 175 psi pressure rated,stainless steel stem,
1.5 or 2.0-inch operating nut and replaceable disc. Valves can be gasketed, flanged or threaded.
The supplier of the equipment will find it necessary to provide other fittings and components that
are not listed or to possibly make substitutions for equipment that is listed. However substitutions
should not be made that are not at least equal to that listed. The supplier/installer of the equipment
is required to ensure that the installation is in accordance with the specifications to include the
installation of the concrete thrust blocks. The installer shall certify the installation in accordance
with the AWC Certification dated April 24, 1996, or have someone authorized to approve the
certification to ensure that the system is installed as designed.
TARHSPEC
12

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Tarheel Farms,Roger(Pete)Owens County: Cumberland
3549 Cedar Hill Drive
Fayetteville,NC 28301
Telephone: [phone] Date: February 24, 1997
TABLE 2-FIELD SPECIFICATIONS
Maximum
Approximate Application
Maximum Maximum per
Usable Size Application_ Irrigation
Field Of Field Slope Rate Cycle
Number (Acres) Soil Type (%) Crop(s) (In/Hr) Inches)
Fl 1, 1.69 Wickham 0-2 Coastal Bermuda Hay, 0.45 0.5
T2089 Autryville Small Grain Hay 0.55
Fl 2, 7.71 ** Lakeland 0-2 Coastal Bermuda Hay, 0.75 0.5
T2089 Small Grain Hay
Fl 2a, 16.70 Lakeland 0-2 Coastal Bermuda Hay 0.75 0.5
T2089 Small Grain Hay
Fl6 3.49 Lakeland -0 2 Coastal Bermuda Hay 0.75 0.5
T2076 Small Grain Hay
* *The way the old system was laid out, it was supposed to cover 13.68 acres. It probably effectively
covered 10.90 acres. Taking the areas in Field 2a and Field 6,Tract 2076 that were covered by the old
system gives the actual area of 7.71 acres, but the grower needed to get credit for 10.90 acres for cost
share.
*Comments: During winter months, probably will need to reduce applications to 0.2-0.3 inch of
wastewaster per application.
Tarhtab2

TABLE 3-SOLID-SET IRRIGATION SPRINKLER SETTINGS
Make,Model and Type of Equipment: Nelson SR 100 gun with 0.55-intch taper bore orifice,238-foot
diameter at 70 psi pressure. Grower might elect to purchase one
F100 sprinkler which is only full circle with same specifications.
Hydrant Spacing(ft) Operating Parameters
Field No. Wetted Application Nozzle Operating Operating
and Number of Diameter Along Between Rate* Diameter Pressure Time
Line No. Hydrants (feet) Pipeline Pipelines (in/hr) (inches) @ Gun(psi) @ Hydrant(hr) Comments
FL1,12089 4 238 140 140 0.2 0.55 70 1.35,1.00 3 FC,1 TQ
FL2,T2089 26 238 140 140 0.2 0.55 70 1.35, 1.00,0.67 9 FC,6 TQ,15 HC
FL2a,72089 39 238 140** 140 .0.2 0.55 70 1.35,1.00,0.67 31 FC,5 TQ,15 HC
FL6,T2076 7 238 140 140 0.2 0.55 70 1.35,1.00 6 FC,1 TQ
For purposes of single sprinkler operating by itself,precipitation rate for full circle is 0.2 inch per hour,
for three-quarter circle is 0.30 inch per hour and for half-circle is 0.4 inch per hour. However for a spacing
of 140 x 140,the precipitation rate is 0.37 per hour for full circle, 0.56 inch per hour for three-quarter circle
and 0.74 per hour for half-circle.
** Lines 2 and 3 have a sprinkler spacing of 135 feet. This changes the precipitation rate approximately 3
percent,which is not significant.
Tarht3

TABLE 4-IRRIGATION SYSTEM SPECIFICATIONS
Traveling Solid-Set
Irrigation Gun Irrigation
Flow Rate of Sprinkler(gpm) 75
Operating Pressure at Pump(psi) 81-83
Design Precipitation Rate(in/hr) * 0.20-0.40
(0.37-0.74)
Hose Length (feet) ---
Type of Speed Compensation ---
Pump Type(PTO,Engine,Electric) Electric
(Two 10 HP single
phase)
Pump Power Requirement(HP) ** 15.15
* The higher precipitation rate is for half-circle operation. See note in Table 3.
** Need two 10 HP to get pressure and volume needed to operate the system.
HP = GPM x TDH (feet) = 225 x 192 = 15.15 HP
3960 x Pump Eff. 3960 x .72
TABLE 5-THRUST BLOCK SPECIFICATIONS
LOCATION THRUST BLOCK AREA(sq.ft..)
3-Inch 4-Inch 6-Inch.
90°Bend 1.28 2.00 4.61
Dead End (.7 x 90°Ell) .90 1.40 3.23
Tee (.7 x 90°Ell) .90 1.40 3.23
Gate Valve (Same as Tee) .90 1.40 3.23
Ground Entry 1.60 2.50 5.76
A6-rnch = 98 HD 2 sin a = 98 x 192 x (.510)2 x sin go,
=4.61 ft 2
90'eei� B 2 750 2
H= 192 B=750 Lbs/ft.Z
D6-inch = 6.115 = 0.51 ft.
12
D4-inch = 4.026 = .3355 ft.
12
D3-inch = 3.23 = .269 ft.
12
Tarhtb45

BERKELEY PUMPS CURVE 4075
DATE 1-2-86
BERKELEY TYPE "B" RATING CURVES PAGE 1.02
SUPERSEDES
o MOTOR DRIVE All previously issued
4075 Curves
Case: MatwW C.I. Pan.No.L01018 Maeh.No.L01018 Nominal R.P.M. 3600
tmpewr: Mateew C.I. Pan.No.S07367 Mae%."S07367 pt.,6j Full Based on Fresh Water 0 80° F.
Maximum Working Pressure: 150 PSI
30
........ ..;.................... ....... ...... .......
...... ... .................. ......:_... ........I.............. :..... ....
r
... .. ...... .._ .... ..... 0
........ ....... . .. HR:. . ....... ...... ....... 2
# ........ ..:.... ........ ... ....... ....... ......
.. .............
.. ......
10
.... -._- ...... ....... ...... ....._ ... ....... ---- ...... --...... .......
... ...... ........ ....... ........ ........ ....... ..... ....... ..... a
200 0
:HF�1 ........ ....... ::: ::: ........ :::... ::..::. .":::................ .'::::' ::' ........ ........... ....... ::: . ... Z
:::::: ::::;.. ...... ...... .... . -. ..., ...... .... ...
17S a. S.. p)... 5 :. l .
o :: .:: 4.. S........S96 .......58%t EFFI IENC
a� ........
150 ► .» -
_ .... .
�...:. ::........ : .......
1 __ :....: _ .
49 125 aj _. _ .... »_ ..
(• I00 0,41
!.
I
...............T....... .....�.........
A.
50
._
. , .........
00 10 20 30 40 50 60 70 80 90 100 110 120
CAPACITY IN U.S.GALLONS PER MINUTE
C-5035 eased on T-3207 supasedea C-5035 dated 3-1-72 Date 7-30-85 MODEL 61 r2T P L
Case: Ma1WW C.I. Pan,No, L01018 Mach.No. L01018 Nominal R.P.M. 3600
I"tpetlw: M&WW C.I. Pan No.M07298(7/8U)M,gt,No.See below Dim 6-9/16" Based on Fresh Water 0 80° F.
S32401(I I U) Maximum Working Pressure: 150 PSI
`•,,,_ ,�� _ MACI�. NE3.
7­7i _.. 20
r
: ..._..
"Ll"� i�. U"
_ t. _...._
HD-
_
225 i-.-.» _• •-_..... . .•-- _..._.. .�.. »_.. .—.__....�..... ._..�l o
7�i M07 38 S34238
(l0 p) 6 !65% 7096 {
cn
396 10 iV107,98 �532401 _
200 T49i:EFFT�E1041 »».. »»1. »._. ».... »-_ ;o CL
�'i6 7 ! 7496 I t.. ,: t Z
au ; t
ti175r1_ ..._.»�. ........ ....... ..-..»t »_.._.{»»....».�_......:
z 16' »(7 HP) .70.96 » r T. l
q is}"Dia; (5 H ) 609E " »;
i 125�.._».....�_..»._._ ._.... » »�i-.»_...i.._... .....}. »_. i...__._.._ ._......._
--
75� �_. » »._.a.....__. ; --' ......... ...........:......».. ...........
. ....._.
t
25.._..._.._....................... - .....- -._ .._...... '.....
0 .............................._._ .. ...._.. ...
0 50 100 150 200 250
CAPACITY IN U.S.GALLONS PER MINUTE
C-8888 BiSQ° T-3957, -1, -2 Supersedes C-8888 Da,,,d 12-7-83 Date 7-30-85 MODEL B I i2T P M

BERKELEY PUMPS CURVE 4075
DATE 1-2-86
PAGE 1.01
TYPE "B" RATING CURVES
SUPERSEDES
® MOTOR DRIVE All previously issued
4075 Curves
Caaa: MaNNI C.L. Part Na. L04022 Maml.No. L04022 NOMINAL R.F.Y. 3600
I."Iw: M.lanal Br.- p,rt NaS08534(7/8"'U')Maek No. See Belovola 7k" Full Based on Fresh Water @ 800 F.
537320(3-1/4"'U7 Maximum Working Pressure: 210 PSI
N PSHB
N0.
10
HEAD _. � � I. HP L'7/8 '11' 1-1/4 '11' -�
4s x z
3 534545 250-9 t�._ihn.--(7}-N.p). .__-50k —_ _ ____ .__ ...__ —5 14540 -_..
551 - 71,, 508511 S32320
225� .--_. ___. -- . - i8.2.-Y FYiCtP NC Y'_. ___._ : ..._. _._... w
m
z
W 200 -... . _._. .._.._. . .
d.5111' ..
0
6-Ilrn ni
oz W_
i 150
._
i 125 _. _. __. .__._ - _' _ . .
F
O I
. .
I .
75
50 __... _.._. _... . . , ....: ,
I -
0 10 20 30 40 50 60 70 80 90 100 110
CAPACITY IN U.S.GALLONS PER MINUTE
C-8233 aeeasan T-3630 s.,use,m C-8233 nsw IG-7-77 v. 8-16-85 MODEL B I W P
Casa: MalanM C.1. pall Nm. L01018 Mad.Na.L01018 Nominal R.P.M. 3600
ImpaM.: MaNsAl C.I. Part N".S09066 Y .NF.M06122 ma.6" Full Based on Fresh Water 0 80" F.
Maximum Working Pressure: 150 PSI
.I 1 30
I _ _ 20
I r W 1
N SHR 1 i
I 10
0 to
}}} c
HEAD Lo ...:. T_ .; ... l
ru
150 ., IL
._ _... ._1.:... .1...._. _..._.
i 125 I ERC1-
� . I.
100 ._..A. .......
?pyp 506
J -
75 _-_... :._-__ i....:._ 1 _
I
i
dy
--
I
-r
0 20 40 60 80 100 120
CAPACITY IN U.S.GALLONS PER MINUTE
C-9067 ......"T-3389 s....:m.. C-5034 ones 3-6-74 on. 7-30-85 MODEL B I/12TPL

:- PERFORMANCE - U.S. UNITS
100 SERIES BIG GUN-240 TRAJECTORY-TAPER BORE NOZZLE
Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle
.5" .55" .6" .0.1 .7" .75" .8" .85" .9" 1.0"
P.S.I. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA- GPM DIA. GPM DIA. GPM DIA.
40 47 191, 57 202' 66 213' 78 22Z 91 230' 103 240' 118 25V 134 256 152 26Z
50 SO 205' 64 21V 74 22V 87 235 100 245 115* ".,:256' 130 . 26W 160 277 165 280' 204 300'
60 55 21V 69 22r 81 240' 96 250' 110 260' 126 270' 143 28V 164 28V 182 295' 224 316'
70 60 22V 75 238' 88 250' 103 267 120 275' 136- 287 155 295 177 302' 197 310' 243 338'
80 64 235' 79 248' 94 260' 110 273' 128 285' 146 295' 165 305' 189 314' 210 325' 258 35W
90 68 245' 83 258' 100 270'. 117 28T 135 29S' 1 S5. rW 3W 175 - 315' 201 326' 223 335 274 36Z
100 72 255' 87 268' 106 28V 123 293' 143 305' 163 316' 185 325' 212 336' 235 34F 289 37Z
110 76 265 92 278' 111 290' 129 303' 160 315 171 '324' 195 335 222 344' 247 355 304 3W
150 SERIES BIG GUN-240 TRAJECTORY-TAPER BORE NOZZLE
Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Noah
.r' .8" .9" 1.0" 1.1" 1.2" 1.3"
P.S.I. GPM D1A. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA.
50 100 2S0' 130 270' 165 290' 205 310' 255 330' 300 345' 350 360'
60 110' 269=:. 143; ;'-'285'' 182 305'' :"225 325::;`- 275 345R ,_;:330 385' 385 380'
70 120 280' 155 300' 197 320' 245 340' 295 M. 355 380' 415 395'
so 128 29V 16S 310' 210 335' 260 356,: 315 `= 375 380 395 445 410'
90 135 300' 175 320' 223 34V 275 365' 335-- 390' 405 41 V 475 425'
100 143 310'• 185 330' 235 355 290 37ro.,; 355' 4W* 425 4W S00 440'
110 150 320' 195 340' 247 365' 30S 385' 370 410' 445 43V 525 450''
120 157 330'•' 204 - 350' 258 375' 32D 3WIel 385 = 420' 465 440' -545 4W'
200 SERIES BIG GUN-270 TRAJECTORY-TAPER BORE NOZZLE
Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle Nozzle
I.W. 1.1" 1.2" 1.3" 1A" 1.5" 1.6" 1.75'_ 1.9"
P.S.I. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA. GPM DIA.
60 250 345' 285 355' 330 375' 385 390' 445 410' 515 430' 585 445' 695 470' 825 495
70 270.,.': 360' 310 380' . :.355 39S 415- 419 480 43W SW 450' 63 t 465 755 . "4W.' -890 . 515,
80 290 375' 330 395' 380 410' 445 'M. S1S 4S0' 590 470' 675 485' 805 515' 950 53T
90 310 390' 350 410' 405 425- 475 445 545 465 625 4W 715 505' ass 535' 1005 555
100 325 400' 370 420' 425 440' 500 460' 575 480' 660 500' 755 520' 900 550' 1060 575'
110 340 410' 390 430' 445 450' 525 470' 605 495' 695 515' 790 535 945 565' 1110 590'
120 355 420' 405 440' 465 460' 545 480' 630 505' 726 530' 825 550' 985 580' 1160 605'
130 370 425' 425 44V 485 465' 565 485' 655 515' 75S 540' 860 560' 1025 590' 1210 620'
PERFORMANCE - METRIC UNITS
100 SERIES BIG GUN-240 TRAJECTORY-TAPER BORE NOZZLE
NOZZLE 0.5 o.5s OF 0.W 0.r 0.75, 0.s' 0.W O.W 10
DIAMETER 12.Tmm 14,0mm 1521M 16,5mm 17,8mm 19,tmm 20,3mm 21,6mm 2z9mm 25,4mm
PRESSURE tJS IAH M LIS M3 H M LIS M3M M LIS M3M M LIS 101H M Us M" M LA M3/H M • L/S M H M LIS M3M M L1S M3/H Al
K*rnl
3.5 3.00 10.8 59.5 3.73 13.4 62.6 4.33 15.6 66.1 5.09 18.3 66.8 5.84 21.0 71.4 C71 24.1 74.5 7.64 27.5 77.5 8.74 31.5 79.5 9.67 34.8 81.4 11.9 42.8 $8.1
4A 3;40 12.264.3 425 15.3 67.8 5.00 18.0 71.8 SAO 21.1 740- 6A2 24.6 77.8 7.7327A81.0 866312'82.6':•-11045062�1 86;4 112-. 'W-'8%6: :13.8 49.5 94.8
5.0 3,79 13.6 69.0 4.72 17.0 72.7 5.59 20,1 76.4 6.56 23.6 80.2 7.62 27.5 $4.4 8.66 31,2 86,7 -9,91 34,9 90.4 11.26„4Q,5 92.5 12.5 45,2 94.7 15,5 55.6 103
64 4,17 15A 73.4 5.14 110 77.3 6.12 2ZI 80.7 7,19 25.9 85.0 8.35 Al 88,7 9.51 34;3i 91.8 10,9'38,2 94,7.' =12,35`:44,5 97.7 13,7= 49,5 101 16.8 60.5 109
7.0 4,53 16.3 77.6 5.52 19.9 81,6 6,61 23.8 85.0 7,75 27,9 89.3 9.02 32.5 93,0 10,3 37,0 96.1 11.7 41,3 99.0 13,3. 48,0 102.2 14.8 53.5 105 18.2 65.5 113
8.0 4,89 17.6 81.7 5.84 21.0 85.7 '7.07.25.5 89.3 8.25 29.7 93.1 9.64 34.8 97.3 10.96 39.4,99.7 125 44;1.103 KM 51.2 105,8 ISA- 57.2 109 19.5 702 116
150 SERIES BIG GUN-240 TRAJECTORY-TAPER BORE NOZZLE
NOZZLE 0.r 0.r 0.91 1.W 1.10 1.21 1.7
DIAMETER 17,&= 20,3mm 22,9mm 25A= 27,9mm 30,5mm 33,Omm
PRESSURE LIS M31H M LIS M3M M LIS M311i M 14 M31H M LIS 0i M LIS M3M M LIS
M3M M
K9fas�
3.5 6.39 23.0 76.0 8.29 29.8 82.0 10.5 37.8 88.0 13.0 46.9 95.0 15.9 57.1 101 19.0 68.3 105 22.3 80.1 110
4A '-.6,83.24.r 79.6< - .8,8& 3t.9 85,6 : 11.2 40.4 91.6 1 .$9 All 9T�&� �16,�^61.Ot"104t�>_;i. �:20.9 73A 109 '23,8:-�,7' 114
:.0 7.53 27.5 85.4 9.91 35.7 91.6 12.6 45.2 98.6 15.6 56,0 105 18.9 68.2 111 22.7 81.7 117 26.6 95.8 121
6,0 ;8,36 30,1 89,2 10,9::39.1 96,7 13.8 49$.'104 17.0.-81.1' 110 :.2W.*-74y'.;117°:'- 24A 89.5 123j: ''',_291 105. 128
7.0 9.03 32.5 95.0 11,7 422 101 14.9 53.5 108 18.4 66.3 114 22.4 80.7 122 26.8 96.6 128 31.5 113 134
8.0 9.66 34.8 99,3 12,5:- 45.1 105 15.9 57.2 112 19.7 70A 118'74 ' 240 86,3 126 =`; 28,7 103. 132 33.7 121 138
9.0 10.2 36.9 104 133 47.9 110 16.8 60.6 117 20.9 75.1 123 25.4 91.5 131 30.4 110 137 35.7 129 143
200 SERIES BIG GUN-270 TRAJECTORY-TAPER BORE NOZZLE
NOZZLE 1.06, 1.10 I Z l Z 1.4• 1.7 1.6' 1.75• 19'
DIAMETER 26.7mm 27,9mm 30,5m 33.0mm 35.smm 38,lmm 40.&tn 44,5mm 48,3=
PRESSURE US M31H M US M3M M L/S M3/H M LIS W/H M, LIS M3M AL%. W 11fii M: W.-M3M^ M Us M31H M' LIS �M M
4.0 15,5 55,7 104 17.8 63,9 106 20,3 73.1 112 23.8 85,8 117 27.5 98.9 123 3Z2 116 129 36,1 130 134 42,9 154 141 50,7 183 149
510 `17A.62,3 111- 19,9'71.5''')17 22.7.. 81.7 121 26,7. 98.0 126: 30,T 11 -:,f iZ 38A J30!36", :4OA-Z;14li+_143. 48,0,173':152' 'A7' 204 158
6.0 19.0 68.2 115 21.8 78.3 121 24.9 89.5 126 29.2 105 132 33.7 121 138 39.4 142 144 44,2 159 149 52.6 169 158 62.1 224 164
7.0 :.20.5 73.7 122 23,5 84,6';:.128 26.9 98,7 134 31.5. 114 140 30.3:'131''..'146oti: 42;8 163r';15Z, :�':47�'=172 159' 56.8. 204-168:' >'67,1 241. 175,
8.0 21,9 78.8 126 25.1 90,4 132 28.7 103 138 33.7 121 144 38.9 140 152 45.5 164 159 51,0 184 165 60.7 218 174 71.7 258 182
9.0 23.2 83,6 130- 26,6 95.9 13S 30A 110 142 35.8 129 148 412 148--1SF„ 48.3 174w:164; 54.1'`195:'.170 64.4'232, 180 .76,0 274 188
Performance is shown with Taper Bore nozzles only. Distance of throw with Ring nozzles and Taper/Ring nozzles is slightly less. Consult factory for
complete performance details. -+� -,•
The lower trajectory angles result in better wind fighting ability,but reduced throw distances. Throw reduction depends upon nozzle flow rate. In general
the throw distance is reduced approximately 3%with each 30 drop in trajectory angle.
Performance data has been obtained under ideal test conditions and may be adversely affected by wind,poor hydraulic entrance conditions or,other
factors. Test riser height of three feet above measurement surface. No representation regarding droplet condition,uniformity,application rate or
suitability for a particular application is made herein.

' FRICTION LOSS CHARACTERISTICS
PVC CLASS 1601PS PLASTIC PIPE
(1120,1220)SDR 26 C=150
PSI LOSS PER 100 FEETOF PIPE(PSI/100 FT)
'i Sizes 1"thru 5". Flow GPM 1 thru 1250.
SIZE 1.00 1.25 1.50 2.00 2.50 3.00 3.50 4.00 5.00 SIZE
OD 1.315 1.660 1.900 2.375 2.875 3.500 4.000 4.500 5.563 OD
D 1.195 1.532 1.754 2.193 2.655 3.230 3.692 4.154 5.133 ID
WALL 0.050 0.064 0.073 0.091 0.110 0.135 0.154 0.173 0.214 WALL
TH K TH K
3� O 12 N
LLC7 O J 3�A
pd mO. ) W, Qv; V u . py p CD Cq d 01 p p ad p p { 0 . y p LOL J A � � J A AL d.J >LL. d > J ALL p.J LL.CaA J
22
t
1 0.28 0.02 0.17 0.01 0.13 0.00 1
2 0.57 0.06 0.34 0.02 0.26 0.01 0.16 0.00 2
3 0.85 0.14 0.52 0.04 0.39 0.02 0.25 0.01 3
4 1.14 0.23 0.69 0.07 0.53 0.04 0.33 0.01 0.23 0.00 4
5 1.42 M35 0.86 0.11 0.66 0.05 0.42 0.02 0.28 0.01
6 1.71 0.49 1.04 0.15 0.79 0.08 0.50 0.03 0.34 0.01 0.23 0.00 6
7 1.99 0.66 1.21 0.20 0.92 0.10 0.59 0.03 0.40 0.01 0.27 0.01 7
8 2.28 0.84 1.39 0.25 1.06 0.13 0.67 0.04 0.46 0.02 0.31 0.01 8
:+ 9 2.57 1.05 1.56 0.31 1.19 0.16 0.76 0.05 0.52 0.02 0.35 0.01 0.26 0.00 9
10 2.85 1.27 1.73 0.38 1.32 0.20 0.84 0.07 0.57 0.03 0.39 0.01 0.29 0.01 10
11 3.14 1.52 1.91 0.45 1.45 0.23 0.93 0.08 0.63 0.03 0.43 0.01 0.32 0.01 11
12 3.42 1.78 2.08 0.53 1.59 0.28 1.01 0.09 0.69 0.04 0.46 0.01 0.35 0.01 0.28 0.0Q 12
14 3.99 2.37 2.43 0.71 1.85 0.37 1.18 0.12 0.81 0.05 0.54 0.02 0.41 0.01 0.33 0.01 14
16 4.57 3.04 2.78 0.91 2.12 0.47 1.35 0.16 0.92 0.06 0.62 0.02 0.47 0.01 0.37 0.01 16
18 " 514 3.78 1 3.12 1.131 2.38 0.58 1 1.52 0.20 1.04 0.08 0.70 0.03 0.53 0.02 0.42 0.01 18
20 %S.71 4.59 3.47 1.37 2.65 0.71 1.69 0.24 1.15 0.09 0.78 0.04 0.59 0.02 0.47 0.01 20
22 -:6.28 5.48 3.82 1.64 2.91 0.85 1.86 0.29 1.27 0.11• 0.86 0.04 0.65 0.02 0.52 0.01 0.34 0.00 22
24 ''6.85 6.44 4.17 1.92 3.18 1.00 2.03 0.34 1.38 0.13 0.93 0.05 0.71 0.03 0.56 0.02 0.37 0.01 24
26 ---7.42 7.47 4.51 2.23 3.44 1.15 2.20 0.39 1.50 0.15 1.01 0.06 0.77 0.03 0.61 0.02 0.40 0.01 26
28 .7.99 8.57 4.86 2.56 3.71 1.32 2.37 0.45 1.62 0.18 1.09 0.07 0.83 0.04 0.66 0.02 0.43 0.01 28
30 -8.57 9.74 5.21 2.91 3.97 1.50 2.54 0.51 1.73 0.20 1.17 0.08 0.89 0.04 0.70 0.02 0.46 0.01 30
35 12.95 6.08 3.87 4.64 2.00 2.96 0.68 2.02 0.27 1.36 0.10 1.04 0.05 0.82 0.03 0.54 0.01 35
40 11.42 16.59 6.95 4.95 6.30 2.56 3.39 0.86 2.31 0.34 1.56 0.13 1.19 0.07 0.94 0.04 0.61 0.01 40
45 ,12.85 20.63 7.82 6.16 6.96 `3.19 3.81 1.08 2.60 0.42 1.75 0.16 1.34 0.09 1.06 0.05 0.69 0.02 45
50 1,14i.28 25.07 1 8.69 7.49 6.63 :3.88 4.24 1.31 2.89 0.52 1 1.95 0.20 1.49 0.10 1.18 0.06 0.77 0.02 50
55 t4771 29.91 9.56 8,9A ^•7.29 462 4 66 1.56 3.18 0.62 2.15 0.24 1.64 0.12 1.30 0.07 0.85 0.02 55
604 35.14 '10.43;.110.'49 r 7�3 j r 5 43• +iS;09!M-.83! 3.47 0.72 2.34 0.28 1.79 0.15 1.41 0.08 0.92 0.03 60
pyr 657. 40.76 :1129 12�'i7i � ; 2.12: 3.76 0.84 2.54 0.32 7.94 0.17 1.53 0.09 1.00 0.03 65
709 46.76 12yh6, i3.96i ,9.2$'=:7.23 5 ,2.44' 4.05 0.96 2.73 0.37 2.09 0.19 1.65 0.11 1.08 0.04 70
75 T3.03 115699 t 8.21 t76'36'_2.77 4.34 1.09 2.93 0.42 2.24 0.22 1.77 0.12 1.16 0.04 75
;f 80 13:90 17�$$`-110;60`Z,6:25! ,i6.78 53.12: 4.63 1.23 3.12 0.47 2.39 0.25 1.89 0.14 1.23 0.05 80
85 14.77 20.00;:7 ;.27 J0.35 -?3.49 4.91 1.38 3.32 0.53 2.54 0.28 2.00 0.16 1.31 0.06 85
90 16.64 22.23 14,fd 1,1.51 7.63 :-3.88' =,PAO 1.53 3.51 0.59 2.69 0.31 2.12 0.17 1.39 0.06 90
95 16.51 24.59-12.59. 12.72 8.05. 4.29 :b�4.9 1.69 3.71 0.65 2.84 0.34 2.24 0.19 1.47 0.07 95
1001 17.38 27.03 '13.26 13.99 4.72 5'7►8 1.861 3.91 0.721 2.99 0.371 2.36 0.21 1.54 0.08 1001
110 19.12 32.24 14.58 16.69 9.33 5.63 '636 2.22 4.30 0.86 3.29 0.45 2.60 0.25 1.70 0.09 110
120 15.91 19.61 10.19 6.61 6.94 2.61 4.69 1.01 3.59 0.52 2.83 0.30 1.85 0.11 120
130 117.2.4 22.74 11.02 7.67 7.52 3.03 5.08 1.17 3.89 0.61 3.07 0.34 2.01 0.12 130
140 18.56 26.09 11.87 8.80 8.10 3.47 5.47 1.34 4.19 0.70 3.31 0.39 2.16 0.14 140
150 19.89 29.64.12.72 10.00 8.68. 3.94 5.86 1.52 4.48 0.79 3.54 0.45 1 2.32 0.161 150
160 13.57 .11.27 9.26 4.45 6.25 1.71 4.78 0.89 3.78 0.50 2.47 0.18 160
170 14.42 12.61 9.83 4.97 6.64 1.92 5.08 1.00 4.01 0.56 2.6,E 0.20 170
180 15.27 14.02 10.41 5.53 7.03 2.13 5.38 1.11 4.25 0.63 2.78 0.22 180
190 16.11- 15.49 10.69 6.11 7.43 2.35 5.68 1.23 4.49 0.69 2.94 0.25 190
200 6 17.03.11.57 6.72. 7.82 2.59 5.98 1.35 4.72 0.76 3.09 0.27 200
225 19.08 21.19 13.02 8.36 8.79 3.22 6.73 1.68 5.31 0.95 3.48 0.34 225
250 14.47 10.16 9.77 3.91 7.48 2.04 591 1.15 3.87 0.41 250
275 1S91 12.12 10.75 4.67 8.23 2.44 6.50 1.37 4.25 0.49 275
300 17.36 14.24 11.73 5.49 8.97 2.86 7.09 1.61 4.64 0.58 300
325 18.81 16.51 12.70 6.36 9.72 •3.32 7.68 1.87 •5.031 0.67 325
350 13.68 7.30 10.47 3.81 8.27 2.15, ;5.41 0.77 350
375 14.66 8.29 11.22 4.33 8.86 2.44 >5.80 0.87 375
400 15.64 9.35 11.97 4.88 9.46 2.75" '6.19 0.98 400
425 16.62 10.46 12.72 5.46 10.04 3.07 6.58 1.10 425
450 17.59 11.62 13.46 6.07 10.63 3.42 :-�6.96 1.22. 450
475 18.57 12.85 14.21 6.70 11.23 3.78 -7.35 1.35 475
500 19.55 14.13 14.96 7.37 11.82 4.15 7.74 1.48 500
550 16.46 8.80 13.00 4.96 8.51 1.77 550
600 17.95 10.33 14.18 5.82 9.29 2.08 600
650 19.45 11.99 15.36 6.75 10.06 2.41 650
700 16.55 7.75 10.83 2.77 700
750 17.73 8.80 11.61 3.14 750
800 18.91 9.92 12.38 3.54 800
850 13.16 3.96 850
900 13.93 4.41 900
950 14.71 .4.87 950
1000 18.48 5.36 1000
1050 16.25 5.86 1050
1100 17.03' 6.39 1100
L1150 17.80 6.94 1150
1200 18.58 7.51 1200
1250 19.35 8.1.0 1250
Note: Shaded areas of chart indicate velocities over 5'per second.Use with Caution. _ 7 _ (Continued)

FRICTION LOSS CHARACTERISTICS
PVC CLASS 160 IPS PLASTIC PIPE
(1120, 12201 SDR 26 C - 150
PSI LOSS PER 100 FEET OF PIPE (PSI/100 FT)
Sizes d"thru 12"
Flow GPM i thru 5000
SIZE 6.00 8.00 10.00 12.00 SIZE 6.00 8.00 10.00 12.00
OD 6.625 8.625 10.750 12.750 OD 6.625 8.625 10.750 12.750
ID 6.115 7.961 9.924 11.770 ID 6.115 7.961 9.924 11.770
WALL 0225 0.332 0A13 OA90 WALL 0225 0.332 OA13 OA90
THK
Oft Oy ,n ONl J ,n pHl J ,n Oy J 3: OH - N evi J w ON J ,n OH 12
m6 VJ O a0, en p 0d N p and (/J p OL -y 0. R O 2CL' N O 001 y O and 'd O
IL e7 ALL. SJ >LL e J �1L O.J �l IL yJ d:6 >, LL p.J >l LZ Cc J �Y. G. J >,LL O.J,
1 650 7.09 '1.03 4.18 0.29 2.69 0.10 1.91 0.04
2 700 7:63 1.18 4.50 0.33 2,89 0.11 2.06 0.05
3 750 8.18 1.34 4.82 0.37 3.10 0.13 2.20 0.06
4 800 8.72 1.51 5.15 0.42 3.31 0.14 2.35 0.06
5 850 9.27 1.69 5.47 0.47 3.52 0.16 2.50 0.07
6 900 9.81 1.88 5.79 0.52 3.72 0.18 2.65 0.08
7 950 10.36 2.08 6.11 0.58 3.93 0.20 2.79 0.09
g 1000 10.91 2.29 6.43 0.63 4.14 0.22 2.94 0.09
9 1050 11.45 2.50 6.75 0.69 4.34 0.24 3.09 0.10
t0 1100 12.00 2.73 7.08 0.76 4.55 '026 3. 3 0.11
11 1150 12.54 2.96 7AO 0.82 4.76 0.28 3.38 0.12
12 1200 13.09 3.20 7.72 0.89 4.97 0.30 3.53 0.13
14 1250 13.63 3.45 8.04 0.96 5.17 0.33 3.68 0.14
16 1300 14.18 3.72 8.36 1.03 5.38 0.35 3.82 0.15
18 1350 14.72 "8 8.69 1.10 5.59 . 0.38 3.97 0.16
20 1400 15,27 426 9.01 1.18 5.79 0.40 4.12 0.18
22 1450 15.82 4.55 9.33 1.26 6.00 0,43 4.27 0.19
24 1500 16.36 4.84 9.65 1.34 6.21 0.46 4.41 0.20
26 1550 16.91 5.15 9.97 1.43 6A2 0.491 4.561 0.21
26 1 1 1 1 1 1 1600 17A5 5.46 10.30 1.51 6.62 0.52 4.71 0.23
30 1650 18.00 5.78 10.62 1.60 6.83 0.55 4.85 0.24
35 0.38 0.00 7700 18.64 6.11 10.94 1.69 7.04 0.58 5.00 0.25
40 0.43 0,01 1750 19.09 6.44 11.26 1.78 7.24 0.61 5.15 0.27
45 OA9 0.01 1800 19.63 6.79 11.58 1.88 7.45 0.64 5.30 0.28. /
50 0.54 0.01 1850 11.90 1.98 7.66 0.68 5.44 0.30 1�
55 0.60 0.01 1900 12.23 2.08 7.87 0.71 5.59 0.31
60 0.65 0.01 1950 12.55 2.18 8.07 0.75 5.74 0.33
65 0.70 0.Of 2000 12.87 2.29 8.28 0.78 5.89 0.34
70 0.76 0.02 0.45 0.00 2100 13.51 2.50 8.69 026 6.18 0.37
0.02 O 0.01 2200 14.16 2.73 9.11 0.93 6.47 0.41
80 0.87 0.02 0.57 0.01 2300 14.80 2.96 9.52 1.01 6.77 0.44
85 0.92 0.02 0.54 0.01 2400 15.45 3.20 9.94 1.10 7.06 0.48
90 0,98 0.031 0.57 0.01 2500 16.09 3.46 10.35 1.18 7.36 0.52
95 1.03 0.031 0.61 0.01 - 2600 16.73 3.72 10.77 1.27 7.65 0.55
100 1.09 0.031 0.641 O.Oi I I 1 1 2700 17.38 3.98 11.18 1.36 7.95 0.59
110 1.20 0.04 0.70 0.01 2800 18.02 4.26 11.59 1.46 8.24 0.64
120 1.30 0.05 0,77 0.01 2900 18.66 4,55 12.01 1.56 8.54 0.68
130 1.41 0.05 0.83 0.01 0.53 0.00 3000 19.31 4.84 12.42 1.66 8.83 0.72
140 1.52 0.06 0.90 0.02 0.57 0.01 3100 19.95 5.15 12.84 1.76 9.12 0.77
150 1.63 0.07 0.96 0.02 0.62 0.01 3200 13.25 1.87 9.42 0.81
160 1.74 0.08 1.02 0.02 0.66 0.01 3300 13.67 1.98 -9.71 0.86
170 1.85 0.09 1.09 0.02 0.70 0.01 3400 14.08 2.09 10.01 0.91
180 1.96 0.10 1,15 0.03 0.74 0.01
190 2.07 0.11 1.22 0.03. 0.78 0.01 3500 14.49 2.20 10.30 0.96
200 2.18 0.12 1.28 0.03 0.82 0.01 0.58 0.00 3600 14.91 2.32 10.60 1.01
225 2.45 0.14 1.44 0.04 0.93 0.01 0.66 0.01 3700 15.32 2.44 10.89 1.07
250 2.72 0.18 1.60 0.05 1.03 0.02 0,73 0.01 3800 15.74 2.57 11.19 1.12
275 3.00 0.21 1.77 0.06 1.13 0.02 0.80 0.01 3900 16.15 2,69 11.48 1.17
300 3.27 0.25 1.93 0.07 1.24 0.02 0.88 0.01 4000 16.57 2.82 11.78 1.23
325 3.54 0.29 2.091 0.08 1.34 0.031 0.95 0.011 4100 16.98 2.96 12.07 1.29
350 3.81 0.33 2,25 0.09 1.44 0.03 1.03 0.01 4200 17.39 3.09 12.36 1.35
375 4.09 0.37 2.41 0.10 1.55 0.04 1.10 0.02 4300 17.81 3.23 12.66 1.41
400 4.36 0.42 2.57 0.12 1.65 0.04 7,77 0.02 4400 18.22 3.37 12.95 1.47
425 4.63 0.47 2.73 0.13 1.76 0.04 1.25 0.02 4600 00 19.0 18. 5 3.66 13. 4 3.51 13.5 7.59 1.5
450 4.90 0.52 2.69 0.14 1.86 0.05 1.32 0.02 4
475 5.18 0.58 3.05 0.16 1.96 0.05 1.39 0.02 4700 19.47 3.81 13.84 1.66
500 SA5 0.63 3.21 0.18 2.07 0.06 1,47 0.03 4800 19.88 3.96 14.13 1.73
550 6,00 0.76 3.54 0.21 2.27 0.07 1.61 0.03 4900 14.43 1.79.
600 6.54 0.89 3.86 0.25 2.48 0.08 1.76 0.04 5000 14.72 1.86
(Continued)
Note: Shaded areas of chart indicate velocities over 5'per second.Use with Caution.
- 8 -

633-46 Rev. July 1996
Table 188. SWINE ANAEROBIC LAGOON LIQUID FERTILIZER NUTRIENTS
Type Animal Animal Unit Total Anaerobic Total Lagoon Plant Plant Total Plant Avsit
of Unit Equivalent Lagoon Liquid Liquid Nutrient Nutrient Nutrients Nutrien }
Production Live Weight Capacity, Surplus,*** Availability irrigstelL Y
Unit ** --------------- ft3/ per animal Coefficients ------------i--
init final mean animal unit unit/year /
---------------- ------------ irrigated lbs/ lbs/ animal
single 2-stage acre- '*'* acre acre unit/
------lbs------ stage 1st + 2nd gals inch inch inch year
-----------------------------------------------------------------------------------------------------------------------------
Weanling-to per 10 50 30 60 45 15 191 .0070 N .50 136 68 .48
Feeder head P205 .70 53 37 .26
capacity K20 .70 133 93 .66
Feeder-to per 50 220 135 270 200 70 927 .034 N .50 136 68 2.3
Finish head P205 .70 53 37 1.3
capacity K20 .70 133 93 3.2
Gilt per 50 250 150 300 225 75 1015 .037 N .50 136 68 2.5
Developmt head P205 .70 53 37 1.4
capacity K20 .70 133 93 3.5
Boar stud per 250 550 400 500 375 125 2959 .11 N .50 68 34 3.7
head P205 .70 26 19 2.0
capacity K20 .70 67` 47 5.1
Farrow-to per 433 650 435 215 3203 .12 N .50 91 45 5.4
Weanling active P205 .70 35 25 2.9
sow K20 .70 89 62 7.3
Farrow-to per 522 783 523 260 3861 .14 N .50 91 45 6.5
Feeder active P205 .70 35 25 3.5
sow K20 .70 89 62 8.8
Farrow-to per 1417 2833 2125 708 10478 .39 N .50 136 68 26
Finish active P205 .70 53 37 14
sow K20 .70 133 93 36
` References: Depts of Biological and Agricultural Engineering, Animal Science; North Carolina State University; Jan 1990
Agronomic Division, North Carolina Department of Agriculture
*' Assumes 400-tb sow and boar on limited feed, 3-wk old weanling, 50-1b feeder pig, 220-1b market hog and 20 pigs/sow/year
Estimated total lagoon liquid includes total liquid manure plus average annual rainfall surplus incidental to lagoon
surface; does not account for seepage.
Irrigated: sprinkler irrigated liquid uncovered for 1 month or longer.
Table 18C. LAND APPLICATION OF SWINE ANAEROBIC LAGOON LIQUID
Type Animal Rate- Lagoon Liquid Application Rate ** Niniaim Land Area for Liquid Application *'
ofUnit Limiting ------------------irrigated------------------ --------------------irrigated------------------
ProductionNutrient ----------------lbs/acre/year---------------- ------------------lbs/acre/year----------------
Unit N 50 100 150 200 250 300 350 400 50 100 150 200 250 300 350 400
P205 20 40 60 80 100 120 140 160 20 40 60 80 100 120 140 160
K20 50 100 150 200 250 300 350 400 50 100 150 200 250 300 350 400
-----------------------------------------------------------------------------------------------------------------------------
-----------------inches/year----------------- ----------------acres/animal unit--------------
Weanling-to per N .73 1.5 2.2 2.9 3.T 4.4 5.1 5.9 .Q096 .0048 .0032 .0024 .0019 .0016 .0014 .0012
Feeder head P205 .54 1.1 1.6 2.2 2.7 3.2 3.8 4.3 .013 .0065 .0043 .0033 .0026 .0022 .0019 .0016
capacity K20 .54 1.1 1.6 2.1 2.7 3.2 3.7 4.3 .013 .0066 .0044 .0033 .0026 .0022 .0019 .0016
Feeder-to per N .73 1.5 2.2 2.9 3.7 4.4 5.1 5.9 .047 .023 .016 .012 .0093 .0078 .0066 .0058
Finish head P205 .54 1.1 1.6 2.2 2.7 3.2 3.8 4.3 .063 .032 .021 .016 .013 .011 .0090 .0079
capacity K20 .54 1.1 1.6 2.1 2.7 3.2 3.7 4.3 .064 .032 .021 .016 .013 .011 .0091 .WM
Gilt per N .73 1.5 2.2 2.9 3.7 4.4 5.1 5.9 .051 .025 .017 .013 .010 .0085 .0073 .0064
Developat head P205 .54 1.1 1.6 2.2 2.7 3.2 3.8 4.3 .069 .035 .023 .017 .014 .012 .0099 .0087
capacity K20 .54 1.1 1.6 2.1 2.7 3.2 3.7 4.3 .070 .035 .023 .017 .014 .012 .010 .0087
Boar per N 1.5 2.9 4.4 5.9 7.3 8.8 10 12 .074 .037 .025 .019 .015 .012 .011 .OD93
Stud head P205 1.1 2.2 3.2 4.3 5.4 6.5 7.6 8.6 .10 .050 .034 .025 .020 .017 .014 .013
capacity K20 1.1 2.1 3.2 4.3 5.4 6.4 7.5 8.6 .10 .051 .034 .025 .020 .017 .015 .013
Farrow-to per N 1.1 2.2 3.3 4.4 5.5 6.6 7.7 8.8 .11 .054 .036 .027 .021 .018 .015 .013
Weaniing active P205 .81 1.6 2.4 3.2 4.0 4.9 5.7 6.5 .15 .073 .049 .036 .029 .024 .021 .018
sow K20 .80 1.6 2.4 3.2 4.0 4.8 5.6 6.4 .15 .073 .049 .037 .029 .024 .021 .018
Farrow-to per N 1.1 2.2 3.3 4.4 5.5 6.6 7.7 8.8 .13 .065 .043 .032 .026 .022 .018 .016
Feeder active P205 .81 1.6 2.4 3.2 4.0 4.9 5.7 6.5 .18 .088 .059 .044 .035 .029 .025 .022
sow K20 .80 1.6 2.4 3.2 4.0 4.8 5.6 6.4 .18 .088 .059 .044 .035 .029 .025 .022
Farrow-to per N .73 1.5 2.2 2.9 3.7 4.4 5.1 5.9 .53 .26 .18-w- .13,. .11 .088 .075
Finish active P205 .54 1.1 1.6 2.2 2.7 3.2 3.8 4.3 .72 .36 .24 .18 .14 .12 .10
sow K20 .54 1.1 1.6 2.1 2.7 3.2 3.7 4.3 .72 .36 .24 .18 .14 .12 .10
' References: Depts of Biological i Agricultural Engineering, Soil Science, Crop Science; North Carolina St Univ; Jan 1990
N fertilization rate should be consistent with realistic crop yield.
N leaching and denitrification and P205 soil immobilization unaccounted for.

I 1-�
I %
Example of different arrangements for thrust blocks.

1 •.
106
. !•►.*a.
•�
,y
Anchorage blocks for in-line val ves.

D). Application and Handling Equipment
Check the appropriate box
❑ Existing or expanding facility with existing waste application equipment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in
accordance with existing design charts and tables and is able to apply waste as necessary to accommodate the
waste management plan: (existing application equipment can cover the area required by the plan at rates not to
exceed either the specified hydraulic or nutrient loading rates, a schedule for timing of applications has been
established;required buffers can be maintained and calibration and adjustment guidance are contained as part of
the plan).
New expanded or existin facility without existing waste application equipment for spray
irrigation. (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
O New, expanded, or existing facility without existing waste application equipment for land
spreading not using spray irrigation (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the
plan at rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of
applications has been established; required buffers can be maintained; calibration and adjustment guidance are
contained as part of the plan).
Name of Technical Specialist (Please Print): �n
r Affiliation: SW OC ! i7 !�Z
Address(Agency):3 S Mail 31, �✓/�e .Pa/ /t L 2X 07 Phone No.: 9/9-7B2 - 7B6 7
Signature: 7
v`
E) Odor Control, Insect Control, Mortality Management and Emergency Action Plan (SD
SI. R'UP. RC or I)
The waste management plan for this facility includes a Waste Management Odor Control Checklist,ai L:s,xiLontrol
Checklist, a Mortality Management Checklist and an Emergency Action Plan. Sources of both odors and insects
have been evaluated with respect to this site and Best Management Practices to Minimize Odors and B6st
Management Practices to Control Insects have been selected and included in the waste managemen: plat. Both the
Mortality Management Plan and the Emergency Action Plan are complete and can be implemented by this facility. y�
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
F) Written Notice of New or Expanding Swine Farm
The following signature block is only to be used for new or expanding swine farms that begin construction after June
21,1996. If the facility was built before June 21,1996,when was it constructed or last expanded
I(we)certify that I(we)have attempted to contact by certified mail all adjoining property owners and all property owners
who own property located across a public road,street.or highway from this new or expanding swine farm. The notice was in
compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners notified is
attached.
Name of Land Owner :
Signature: Date:
Name of Manager(if different from owner):
Signature Date:
ANCC -- January 1,1997 3

Ail
Operator :Pete Owens CC,un ey: C:urnber 1 and Date : 12/03/9z
Distance to nearest residence ( other than -.,wrier ) : 650.0 feet
1 . STEADY STATE LIVE WEIGHT ors
0 s----ws (f arrow to f i n i sh) X, 1417 1 bs . - 0 1 bS
0 saws ( farrow tc, feeder- ) 5:" bs. - cr I bs
0 head ( finishingonly) 1 5 Its . = D 1bi
700 sows ( farrow to wean) X 4: 1t.s. -- L, �_,100 1 b s•
0 head (wean tc- feeder ) - ��ii I bs . -
Cr 1 s
-
Ts=iTnL STEADY STATE I._I'1E WEIGHT (SSLW) 00 1 u s
MINIMUM REQUIRED TREATMENT V;_1_L'ME OF LAt�i=i,-�P!
Volume = ::sc=i:I;10%'0 I bs. SSLW x Treatm,--int Vo I u-me (Cf- )/ 1 `v. SSLW
Treatment Vo I ume (C'=) / 1 is . SSL'vr= 1 C:F/ 1 b . SSLW
Volume c u b i c f e e t
3. STORAGE VOLUME F.QR SLUDGE AC:C:UMULAT I OK1
Volume = ti
0-0 feet
4. TOTAL DESIGN VOLUME
p.�
Inside top I en3t1h _j_0.0 feet ; irls i d'E t:gyp wi dJUI i':�t:),i) feet
op of d i t::e at e 1 evat, i _,n �3.0 feet
Freeboard 1 .0 feet Side s lopes c =� � i ( T_ � �
S e} r�. J. A i de agoon)
To:,ta.I des i 3n I agoc n i i -ju i d i eve I at e i evat i :in 52.0 feet
13cottom of lagoon tom. i evat i i,n '•13.0 feet
Seasonal high water table elevation 4 .0 feet
Total design volume using Pir i simc- i da 1 fc-+ril.0 I a
y
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
AREA OF TOP
LENGTH WIDTH - =
354.0 184.0 65136.0 (AREA OF TOP)
AREA i_iF BOTTOM -
LENGTH # WIDTH
=
AREA OF MIDSECTION
LENGTH W I DTH 4
`27 0�•� 157.0 2055 -�5r_1.0 (AREA OF M I DSECT i 0r,, * 4)
CU. FT. = [AREA TOP (4#AREA M I DSECT I ON) + AREA BOTTOM 7
DEPTH/6
VOLUME OF LAGOON N AT TOTAL DESIGN LIQUID LEVEL = 46-"rZ38 CUM FT.

TrI F_n ARY STr SAGE REQUIRED
E ,UIRED
DRAINAGE AREA:
Lagoon (top- of d i rk-e)
Length * W i ti-i =
360.0 190,0 68400,0 square feet
Buildings (roof and lot water- )
Lena.h * Width
=-
0.0 0.0 0-0 square feet
Ti_tTA L D A 68400.0 square feet
Design ternp i•-ar-y s•-f rage period t be 130 days. +
5A. Volume of waste pr-'oduc ed
A1=opr-i_;; i mate da i I y product i on of manure i n Ci'/Lis SS_ W �-•i .,
V Iume = :30:=:100 Lbs. SSI._W * C:F =,f Wash/LL= . /Day a� {'17C), days
Vo I ume = 74{) 9 cub i s f e e t -
_=Li. Volume of wash wa4er-
Til { s I s 411e ar'I�iUiti. �+f fi-e-h Zter- a`�E+s f�+l- �nicssit 1 }-1J f *:i_ rS i- v I uirie
iif fr-eaI water us_'=j f+:=r- a { u-*h sy vem t. �-+-
!=I L!:;I-, sy�s �.erris :.+�at r-ec i r-cu I aLe
tI- a lagoon water are accounted for- i F-,
Vo I ume - 0,0 gal 1:31 days 3a.1 Ions
F=a r= CF.
Volume = 0-0 cubic feet
5C:. Vo I um e of r-a i rifa l i I n excess of evapor-a to i r+n
Use per- i od Cif t ime when r-ai nfa.I I e;•;ceed,s e�vapi ir-a.t i on by i ar-gest arnount.
180 nays excess r-ainfal 1 =
6.3 inches
Vo I ume = 6
...� i n � DA 2/ i,� inches per foot
Va I ume - 35910.0 cubic feet �� �

vJ
5D. Volume c-f Z5 year- - 24 hour- stor-m
Vi:i I ume = 6.8 i rocelle5 / 12 inches Fier" foot DA
Vo I ume = 38760,0 cub i c -Fee t
TOTAL REQUIRED TEMPORARY STORAGE
5A. 74019 cubic feet .
5B. 0 cWDic feet
5C. :-:5 910 cut. i c fee4
5D. 760 cu i c feet
TOTAL 1 4•:�'r=-��.:�.'..� c u l- i s feet'.
6. SUMMARY
Total requir-ed volume 451789 cubic feet
Total de i jn volume ava i l . 464 cubic feet -,
Min . req. t'",i"eatment volume plus s l udoige aC cil-mu i at i car, L:(:; 100 Cubic feet
49 ?Sa
At elev. 49.0 feet ; Volume is cub i c feet ( en l pump i rt3)
tia� 3�
Total design volume less 5 JC o r m 1 5 i 8 cubic feet
4) 9 y3O
At eiev. 51 .0 feet ; Volume is 1_ cubic feet ( start pumping)
Seasonal it i gh rotate r' tat i e e I evat i on � Kittj
t
7 BESICI ED L-:Y:�� AF'PR WE'D E:Y: •
Y
DATE: �--— G 3-- ct 2._ DATE: 1 q na
Ili ATE: SEE ATTACHED WASTE UT I L 17AT I ON PLAN

t
UNITED STATES SOIL CHARLIE ROSE AGRI-EXPO CENTER
DEPARTMENT OF CONSERVATION 121 E. MOUNTAIN DRIVE, RM 229
AGRICULTURE SERVICE FAYETTEVILLE, N. C. 28306
Telephone: [phone]
Dec. 12, 1992
Roger Owens
RR 2 Box 24-A9
Newton Grove, NC 28366
Mr. Owens:
Please review the attached plan and specifications carefully. Retain this plan for your
use and records. It is strongly recommended that you, your contractor and Soil
Conservation Service personnel are in agreement as to how the waste lagoon is to be
constructed. The Soil Conservation Service will not be responsible for the lagoon
construction without this pre-construction conference. The Soil Conservation Service
will walk over the site and discuss any questions you, or the contractor may have about
the project. In addition the Soil Conservation Service will mark off the lagoon site
with flags.. It will be the responsibility of the contractor to keep a check on all cuts and
fills. At the completion of the construction the Soil Conservation Service will do a
construction check to see if everything meets S.C.S. plans and specifications.
The actual amount of material required for the dike, and any pads to be built may vary
slightly from the estimates. The design will attempt to balance cuts and fills as closely
as possible. In addition to the normal excavated yards there will also be an additional
undercutting of 1 foot along both sides and both ends for a sandy clay liner that is
necessary because of the sandy nature of the soil where the lagoon is to be built. Before
construction begins, it will be necessary to decide where the sandy clay material for
backfill will come from. There might be a small amount of sandy clay material that
will come out of the excavated area and that will need to be set off to one side and
saved to reduce the amount of backfill that will have to be hauled in. Also all topsoil
will need to be stripped off the top and placed off to one side, so that when the dike is
complete the topsoil can be placed back on top to ensure a good stand of grass. If
additional material is required after the lagoon is completed, the owner and contractor
will negotiate on the price and location of borrow area.
Note: Estimate of lagoon excavation: 15,595 cu.yds.
Estimate of undercut excavation + 992 cu.yds.
16,586 cu.yds. -_
Fill around Dike
3,002 cu.yds. {
+10% 300 cu.yds
3,302 cu.yds.

Old spoil to be moved 3,752 cu.yds
Backfill required for old lagoon 8,764 cu.yds
+10% 876 cu.yds.
9,640 cu.yds.
`Old spoil to be moved 3,752 cu.yds.
Lagoon construction, excavation 20,346 cu.yds.
and old spoil
Backfill for dike and old lagoon - 12,942 cu.yds.
7,404 cu.yds.
Cut/Fill ratio 1.60 to 1
Sandy Clay backfill material needed 1,046 cu.yds.
+20% 289 cu.yds.
1,255 cu.yds.
Note: the actual amount of backfill for the old lagoon.may vary and be less than
calculated because the old lagoon may be fuller than anticipated. In addition, the old
lagoon will need to be pumped out as much as possible before backfill operations are
started. Also, since there will be an excess of material, some place will need to be set
aside for disposal.
If you have any questions please call us at 484-8479.
r
Yours truly,
David G. Faircloth
Soil Conservation Service
0

• TYPICAL VIEW A ONE-STAG LAGOON SYSTn!
Ow o
u.r 4LQ. w G'k Q. •e w Q..Q�
• ^ 0-0o�,)C lQgQo �,
u
YI•,r a ts
r s�► sl�c�li,c o-f' S o��
Confinement Building / • ' J
Top Width. d Settled Top Elevation 52.a
Fluid Elevation 3
Pit
!i SS 3 l SS 3 ! 1
m
�+ 'TREATM84T
ii LAGOON Fls+�i ei �.V rr%I rye vn wp,
Pipe needs to be adequately supported Depth - 9.3 / CL-ViorbQ-
C1•v.a Q"AQ^A,4.4 b c,*b"A •t;II-4• x ` / s 1dA 4S,r.,Qr%4
S C S '�a r• Q.C!ti•C.�. �Lf O S t D n G.r+� �o s O�h O�+C K•F 1
o..� ��,�,�•�. Bottom Elevation y�•O
l�.n ci 9-1, C-LJ 3 9.`i v.S t•n� i��•Q P S•�o e r o 114r
T.B.M. Description 0..�1C N • �. co n er o� b�t��•�nS PC,
�,,s1•� It o.r.K L.. O. O M c.r k�a w �- � w�•.� e. P0.�r+�'

1 J
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. Earthfill material shall
be free of material *such as sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment '
capacity of 10 acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
;Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.6 ft.
-------------------------------------------------------------
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER -
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (ie - CL,SC,CH).
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS.

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

r
I
SHEET 1 OF 2 '
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
y 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 50.3 as marked by permanent marker. Stop pump
out when the fluid level reaches elevation 47.4 . This temporary
storage, less 25 yr- 24 hr storm, contains 200308 cubic feet or
1498302 gallons.

r
SCS-kV-CAD
" 10-94 A
Areavol 2.4
PROJECT NAME: Pete Owens RUN BY: d g f
TYPE L-IF WORK: Lagoon excavation
FAUN DATE: t:8-03-; 992 C:f-IEC:k:ED BY•
STATION AREA ECCENT. DISTANCE VOLUME CUM.. V'--!LS.
8764. 16
TOTAL VOLUME IS 8764. 16 CUBIC: YARDS
X

1
TYPICAL VIEW Or A ONE-STAGE LAGOON SYSTEII
Top Width 14-, Settled Top Elevation 53.p
act.,K1—
� � fluid Llevatior. 51.3
Sc� 4
n 4 Gt.
A•,K ...1a1 i� 11 c) .�_ n
\moo., _44,5c li SS 3_: I ss 3
it TREATMENT
ii LAGOON
Pipe needs to be adequately supported I Depth = �•3
I
Bottom Elevation �13.Ou
T.B.M. Description S. W C_, cT) ---GCS ,�--r , �� 1 ��� �ap•
SO . o0

Ci t oardl.
S.s..+A
Tom! ,w
1 l
.a.. SOR 35
Sewer Pip jas
w
1
3C0
.. — -• -�`_". .. .'... ...� -—__ � 1. sX of
yj
to
r

' Ekr--Z ja
333' »i.s x �' g 9 o e ,,At x 2
�. 14"3 r 4.S a - �14 S u-•f t - 1?'L c.,.•�d i k 2 a►•�S - 2 yN CA,.
i
j'o it c, ta,,yes
i
}
t 2O'ia wR. C
i 3 Ga s I ss ,y
Er7 c-a%)at Qa cam, SA i - 1oyk. 4�-Z%&$.
190,
t
s2.o
1.0' Lo' 1
Yk,0oy C1a.Ciw.. . p
.• S4,.d , 54nd��.la� S...J� Clq� 6tclt+,it 01-Pcc
�S ack F,is bas.k V it
k'

Operator:Roger Owens County: Cumberland Date: 08-25-95
. istance to nearest residence (other than owner) : 850 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
0 head (finishing only) x 135 lbs. = 0 lbs
840 sows (farrow to wean) x 433 lbs. = 363720 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other 0 lbs
Total Average Live Weight = 363720 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 363720 lbs. ALW x Treatment Volume(CF) /lb. ALW n
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW �b
Volume = 363720 cubic feet 1.
3 . STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
L
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --------------------- 625. 0
Inside top width (feet) ---------------------- 145. 0
Top of dike elevation (feet) ----------------- 52 . 0
Bottom of lagoon elevation (feet) ------------ 41. 0
Freeboard (feet) ----------------------------- 1. 0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0, 3 . 0 3 . 0 3 . 0 619 . 0 139 .0 10.0
lit
AREA OF TOP "-
��ri
LENGTH * WIDTH
619 . 0 139 . 0 86041 (A,EA
AREA OF BOTTOM
LENGTH * WIDTH =
559. 0 79 . 0 44161 (AZEA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
589. 0 109. 0 256804 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
86041. 0 256804 . 0 44161. 0 1.7
Total Designed Volume Available = 645010 CU. FT

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
625. 0 145. 0 90625. 0 square feet
Buildings (roof and lot water)
0. 0 square feet Describe this area.
TOTAL DA 90625.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1.37
Volume = 363720 lbs. ALW/135 lbs ALW * 1. 37 gal/day 180 days
Volume = 664395. 2 gals. or 88822 .9 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washingfloors
or volume
of fresh water used for a flush system or excess water. Flush systems
that recirculate the lagoon water are accounted for in 5A.
Volume = 2436. 0 gallons/day * 180 days storage/7.48 gallon
Volume = 58620. 3 cubic -feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7. 0 inches
Volume = 7 . 0 inches * DA / 12 inches per foot
Volume = 52864 . 6 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 6 . 8 inches / 12 inches per foot * DA
Volume = 51354 . 2 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 8 823 cubic feet
5B• 5 620 cubic feet
5C. 5 865 cubic feet
5D. 51:354 cubic feet

6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall in excess of evaporation=====______> 7.0 inches
25 year - 24 hour rainfall=====_____________> 6.8 inches
Freeboard_______________________________====> 1.0 feet
Side 3 . 0 1
Inside top length________------------_______>
625. 0 feet
Inside top width==____________________�_____> 145. 0 feet
Top of dike elevation=====______=___________> 52. 0 feet
Bottom of lagoon elevation_________________> 41. 0 feet
Total required volume=====__________________> 615382 cu. ft.
Actual design volume________________________> 645010 cu. ft.
Seasonal high watertable elevation (SHWT) ===> 43 . 0 feet
Stop pumping 47.4 feet
Must be > or = to the SHWT elev.====______> 43 . 0 feet
Must be > or = to min. req. treatment el.=> 47 . 0 feet
Required minimum treatment volume=====______> 363720 cu. ft.
Volume at stop pumping elevation=====_______> 364174 cu. ft.
Start pumping 50. 3 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr - 24 hr rainfall===> 593656 cu. ft.
Volume at start pumping elevation=====______> 585891 cu. ft.
Required volume to be pumped=====_==========> 200308 cu. ft.
Actual volume to be pumped__________________> 221718 cu. ft.
Min. thickness of soil liner when required==> 1.6 feet
DESIGNED BY: ��; , Q.LA 3-6:& APPROVED BY:
DATE: DATE: 14
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

f
Roger Owens
Waste Treatment Lagoon
Volume Calculations
1. Lagoon excavation 18, 589 Cu. yds.
2 . Liner excavation 5 , 293 Cu. yds.
Total Excavation 23, 882 Cu. yds.
1. Volume of clay needed 5, 293 Cu. yds.
for liner
20% extra volume 1, 059 Cu. yds.
for compaction
Total liner material *6, 352 Cu. yds.
*NOTE: Very little clay is in immediate area of waste
lagoon, it may be necessary to bring in the entire amount from
offsite. Before any material is brought in from offsite NRCS
personnel shall be notified and do a soils investigation of
borrow material.
1. Dike around lagoon 5, 226 Cu. yds.
2 . Building pad area 12 , 168 Cu. yds.
Backfill 17 , 394 Cu. yds.
Minimum 100 1, 739 Cu. yds.
for settlement
Total Backfill 19 , 133 Cu. yds.
Cut fill ratio, excluding volume that might be needed for lagoon
liner
Excavation 23 , 882
Backfill 19, 133
equals 1.25 1

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2 u FORK APPROVES
.._.-------------------------- _ OMB OSSO-0082
., Zar DEPARTMENT-OF AGRICULTURE _ __ -_______ _--------�---------------------
U'ay�t U.S. y ------'_ST. -t:r1.-E+ C/D ! ------- -- --- L --- '.
v9"ii'?S) PRACTICE APPROVAL AND PAYMENT APPLICATION ' 37 O51 iCGHTROL.--- ------ ---------- -------------- -------------------2 ----------------------
-----------------------.----•---------------
;R` NO. NAME VID ADDRESS - ! FARtiLANO ! PROGRAM ! FUND ! CONTRACT/LTA ! PRIttARY ! EXPIRATION NOTICE
373 ROGER OVENS DBA TARHEEL FARMS ' 57.0 ! CODE ! CODE ! 6 ITEM NO, ! PURPOSE '. Practice Nu;t be
^, �, , 3549 CEDAR HILL DR ' I co>apleted and retorted
M1h2089o. FAYETTEVILLE, NC 28301-9604 CROPLAND '
52.1 WATER i by 06-01-97
! ' ACP-EAK ' 70 QUALITY
Telepheae No._-910-484-1624-_--_----_- ----------- --_--! ! ! ID 56 144978b---E---
04', reddest for program cost-sharing to Perforii, the practice Shown below is approved far the farm identified above. If you decide -
os to perfork this practice, or if yeu cannot complete it 6y the expiration date, please notify the Approving Official's office is
r`in at 0Qce.
--- ------- --- ------ - -
cscalPszar; OF PR�TicE aas�crivt ..-----------------------------------------------------------------------------------------
WIGN CONTROL
n---- eG---------------------------------------------.._.._.---•----------------------•------------------------ ------------»--__-..
FICIAL USE
------ ------------------------------------------------------------------------------------------------ ----------- -- -
Exte
h4er !--------Practice Title ' Requested ! AExtent I I Cost-Shares ! Extent - Cost-Shares
A -- g ------------------------------.---.-__-!__-- PP d i Rate Approved Performed i Earned
1 ! Pero vegetative cover establishment (Atl ' 31.7 ! 31.7 ! f 3487* i H
d2 ! 2 TONS LINE PER AC ACRE ' 31.7 31.7 ! 30.000. 951 ;
f2 ! 500# PER AC 0-14-14 6 60# N PER AC-COASTAL ACRE 31.7 . 31.7 ! 40.000! 1268 ! i
'BR ! SPRIGS - BROADCAST ACRE ! 31.7 ' 31.7 ! 40.000! 1268 ! i
•-•-------------__--._______.•____.--___-_____.._.__.-_.-__-.._------r-----------?----.---_--'-----_-`-------------'_-----------------_
* - Total Cost-Shares Approved For Practice, Component Figares Shown Are Included In This Amount -
612 - Flat rate. FT2 - Flat rate.
iSPBR -- -SOX of cost not to exceed rate in column E.
-
IS7R 11-0,IS_RT•ITTFANT To receive payment or ci edit for-any cost-share,!-APPROVAL-ISSUED BY A PROVING OFFICIAL--_--DATE+-_---Iraed on this Practice, report perfoi•maace is col. G and coaplete ITEMS X ! (FOP SIP) APPRR IL"cD BY CEO DATE
�d Y below; date and sign the certification below; and file with the issuing! r
Tice by Lira date noted is EXPIRATION NOTICE, — few
•---------------------------_ ----- ------ _ _•_ _ _ !
Did you bear all the expense (except f j-------------- --; -Few'- - + --------- --------------�-----------
P or prop as cost-sharing) for
faNliag this practice? (If No, report naze(s) and address(es) of other ! _Total Cast-Shaw ; �rned i
WsWil, ;r ageacy who bore any Part of the expeAses. Also sh ov kind, ! r
iltEikt and va11le or ti:eii' contribution.) ! PaXyka-at Advance Partial PbilI.,,tl r
' Ir. Partied 0_ht'Req 1
!_3etof f t
:s /_/ No /J ,
- - _�i����' Assignment
War n
ing the Wrerlt^fiscal-year-Oct. I - Sep, 30, have You received ac_�- r
Jill you receive a cost-share payment under the seise pioyrae on this or Net Paysent
a}I, othe. fare othei` gram thruu9h this AD-245? .
Sttaj_, %t+{tdty, mad amoui:t by farm). ' s i'- 1 Paym*nt Approved tinitial5) ACHICheca Nuwhei-
' (Far 3I°, C.1 Earned Approved By/Data !(For SIP) Cale. Verif. ;y;Cara
NO /_ / ! r
-�--------------------
TIF r.T-G_U aY PAaTIC'PAN - I-certify that-tile above iaformatiort is tiu2-arid correct, I further certi►y LhiL Lhe Entry iir-Call,Ar,
;1o4a p that the practice day Mformed in accordaitce with the practice specificaliorls and other Progri,ui rectuit-resent,. I #iciaty
ray i0r` pd7'rieat 14 the axtsflt tt th,3 APPr ovifii Official has determined tiict t�+? p4'a�tir:Z has been GCrf!lr+$et� anu f Ui t�i•?r C2r%i°;
" this Ue'ilt i% eras is dtlriLc t Of dii? 4t"Ier Esi�lJ�j b! bi@. I e$Pr_ to aairr'taia and Else this practice for at ryas( -5 ;rears
itvJi:i3 Zirne ,.sat• "i c practice iS coivIvLeu. * I agr ei to P2fund ;11 ar Mai t iii " e cost-share assist;, i paid to .be, ee iitir"�ii�lcu
�is -`•.rpeovi:15 Wo I %CB if uii`;re 2.t}:lr'atlan of the practice lifs';�+61 spEClfiad'above, I (3) -�l
di•stroy the practice ins%allQd. 01
v41nf,�aili•' t"eiill�tiail Cvn�iva Of title to tba which tine illataaii.] pi'delica has been asiab"shed acid the api4 ov!tei
t f a r eC in briti,. r+ t h
�_p:T��t: +�� .1� aaRuv�i�� ily �' '. tit rrapisi ly 61n1ioidir+ tine i aL le6 for i E? ra$idlii�ieiP ;:f lip sFeCif icy a1i v5pc'•.
Jrlue:_Ly1n4 sa. Ior:� CONTINUATION FG2 AO-2143 is La refererice incocoo.at.rd :tere'a and with I.hi3 past; cooititri,.es the Ealil ti
'I ii:A=;'t uQL'a?:r tl a ?a tsea•
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+.- n-, -„-~-p,�R- t�
OPEN' ALL Et1i.I��:. nl,I.s�.nl�.a. .�,I+Iv�ll t�it�nA1J IV RACE, I�r17LV11, �Y.s_t��IV:t, HMiai]�tIt �RiVi�'!`n tt��C,
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U.S. DEPARTMENT OF AGNTCJLTURE
FORS AD-245 ATTACHMENT
FRIPIA" ACT, PUBLIC BURDEN,
wMPLIANCE hND PE11:ALTY STATEMENT)
PRI4'KCY IACT As PUBLIC BURDEN STATEMENT
•11�: Nil'owiii'g sta Leiteats are A made{is accordance with the Privacy Act of 1974 (5 U'SC 55%)f The information is ileaessery to
+�nilfJ+ ;participation is USG1`1A Cosa-shalt prograas. IT,formation provided on AID-2a5, Request of Gus#-S cares/Practice Approval/Fayiiertt
�Yviil:c�iGn aay ba furnish_•j to okhai USGA agen►:ies, IRS, Department of Justice, or other State- and Federal lard enforceaent
2jC11LiC?, dnd ir1 resNvilse t? Orders or a coait i>:agisLraie or adieiiiatrativc- Lribddal. public reporting burden for this
:v=i=ction of iAi OrAdtian is astimated to average 2S iiilutes per eeipoUye, ii1cluding the time for revieltiing iastractions,
iaarchifig existing data soarces, gathering and ataintaining the data needed, and cospleting and reviewing the collection of
1�r'1i'ils1ivii. �ci,+� •:$,hldtsilt i 2yordif,j "his burden rsEAaLe, of aGy uthel aspect of this collection of ipf i r.4atiiin, i;cad%iiTlti
u:,3::�i+li,s iai rE+j+lciTlj t1115 w4rue11, !`./) the DEPaT10,&ot of Agriculture, U11aai'ance Officer, OIRM, Roan, 404-W, vea5iir,gtGri, Q.Q.
01,6 ice 6i 113na9eviefit alai Budget, Fai.er�jork Reduction 1011.11 No. 0 50-0032), Washington, D.C., 20503.
COMFLIANCE ANG PLI IAL t fi STATEMENT
,1: j+it;}iniq !vr' 4riiCi! �tiio ilart� aPplitdiitlil -s being c674R 1rteJ is li�irU !!rider the PR'tltGRWA ,i C31UC
' vil fa:ea i aad c. i;J &tv71iCa yr
irla` uc }+oiu�llit %inner this prograa anlesi t1his req(irt i5 cawplet_d and filad as required st st g ia+a! and regulation:
by i� iT1
,nil +inle5= _hCi'e is !till =dinr,liaTiea w0.11 elil t;rtfis situ Clinulti47la Of fife piOYisivTiS 4f existing lab ond regiiifl:ivT13 and arty
1_retl>3enis ckecGtru Itiitli pen??_i Lr fiat pf ilyr ant iij Lh= participant in the pPugraa.
n, Wail: pi•Oyrill. ie�-l15tians which apply to t4E coai-share pr•graigs ar'2 the subject Of this agraftc-rit aid incorporated herein uj'
ci er e,K
,. 7^
vi oaf a` w Cr R rs1 "}{�,
:{ fa" of 7 `F-1 P;i l i01,
• �n � � nrl. n Zr , n
ai LISP a: r R carts ;f,4 olld 1Z1�,
rJi 4Lther pi.ji iiis Lhe ap-pl akIoa is sulufaittedf)
;;lire ;iay a15) be other r 94'19-tio,15 that apply. Any frsuduleat claias made ha-esreder may subject the applicant to Federal
-'1.1i�ci an'j CiVli penaltiea a5 arevitied for 11 �S: �Vi, l00i, aitd �1 USG e.
..1 L11C e��ili Oi s co-Ij'13=i vetidEril 1.1hCse uP ather ?t3uiQiiana artd :ill: ter Its Of thin coittTact. the pi•ovisioi,_ of 'he requ'la"i,
fiAl
... f. ..r.-,n.'. :,. .- •:_-. _i •• ' -1 P r ilj�1 TCr,A$ rt` 11Tw..{�fw r{t+.fil5ri —.5 Fan/•' !'.•I r 1{rf rr+r11t ••y .rr:...:. n-.•.1 r.1 »..
1__al-'-- _ - •._,r ?f•,r-f•;. 1? ai_.. 1v r:--. ;I-IVliil.! hl -11.r1i11•j b11111:' ..-:1-0.0 !•J Rrrt'.L, '10L7-.7, RE�IGIUt,, NAiDw1!rL ;t1:i11�., 1%:;..

EMEERGENCY T�ON
PHONE ! ERSeDWQ io
EMRGEXCY MANZ AGENZ+Cr SYSTEM 9I i' .
. SWCD
MRCS
='This plan will be implemented in the event that wastes from your operation are leaking.,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
Your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This nian shot en Igo. es-
pp Id be posted m an accessible location fu;.an at the
The folio "wing are some action items you should take.
I. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below. p
A Lagoon overflow—possiole solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump waste to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
= d. Call a pumping contractor. .
e. Make sure no surface Ovate:is entering lagoon.
B. Runoff:from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff:
d. Evaluate and eliminate the reason(s) that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to res-arting pumps.

M
D. Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
_ c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage:as opposed to flowing
leaks-possible action:
a. Dig a small well or ditch to catch all seepage, put in a submersible pump, and pump
back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon bottom as soon
as possible.
2. Assess thetextent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach sur ace waters?
£ Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWQ (Division of Water Quality)regional office;
. Phone - After hours, emergency number: Q�9 3�3&tYour phone call
should include: your name, facility, telephone number, the details of the incident from item
2 above, the exact location of the facility, the location or direction of movement of the spill,
weather and wind conditions. The corrective measures that have be==dc taken, and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number 911.
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number !V! 2 Sit , local SWCD office phone number
(O y2-O34 and local MRCS office for advic-ltechnical assistance phone number
<&2,&5'510
4. If none of the above works, call 911 or the Sheriff`s Department and explain your problem to
them and ask that person to contact the proper agencies for you.

5. Contact the cant-actor ofyour choice to begin repair-of problem to minimize o$-site
damage­
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engine..r,
a. Name: dMS.")
b. Phone; to z94 Koo Ito 5"90 Z-703
7. d ores as�Ll-vy •and technical assistance agencies to rectify the
• . damage,repair the system and reassess the waste management plan to keep problems with
release of wastes from bappenin8 a8 -
.f .

'•Iortality Management 'Methods
(check which method(s) are bein_' implemented)
J Burial three feet beneath the surface of the round within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water. -
Rendering at a rendering plant licensed under G.S. 106-163.7
Cl Complete incineration
0 In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of A,griculture
❑ Any method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead animal's value without endangering
human or animal healtli. (Written approval of the State Veterinarian must be
attached)
Insect Control Checklist for Animal Operations
- ---- -
S1urcc Cuusc HIM's to Control hrsecls Sift:Specific Proclices
Liquid Syslcros
Flush Cullers • Accumulation of solids O Flush syslenl is designed and operated
sufticicully In reluuve accumul:uerl solids from
pullers as designed.
O Remove bridging of accumulalcd solids-,it
discharge
I;;pumas nud Pits Crusted Solids -Ie� Matnamin Iugnoos,scaling basins and pits where
pat breeding is apparent to mininttce the
crusting ofsolids to a depth of no utoro Ihan 6-
_ 8 inches over more than 30%of surface.
(Excessive Vegctalive Decuying vegCullion Maimain vegetative control along b:mks or
t innvmtm Litmus and olhcr ingroundnrents to prevent
accumulaann or decaying vegetative walker
:dung watces educ on lowoundmenl's perimeter.

Swine Farm Waste Management Oclor Control Checklist
Source Cause I1M1's l01111ulwizc Odor Site Specific frnnctices
fanuslead Swine producuou Vcgetaivc or wooded buflurs;
Recommended best management practices;
Good judgment and common sense
Animal body surfaces Dirty manurc-covered animals R'Dry floors
flour silt faces • WO manure-covered floors pr Slotted floors;
Fr Walerers located over slotted floors;
Ll feeders at high end of solid floors;
Cl Scrape manure buildup from floors;
Ll Underfloor ventilation for drying
hlauurc collecliou pia • llfine; I requmd manure removal by flnsb,pit recharge,
• Parlial microbial decomposition or scrape;
_ ❑ Underfloor ventilation
Vnuil.diuu eshanst taus Vultdilo gases; _ Fan unaintclnancc;
Dust fa—rfficiem air mnvemenl
Indoor surfaces Dust Washdown between groups of aniuuds;
Ll peed additives;
171 Feeder covers;
CI Feed delivery downspout extenders to feeder
covers
Hush links Agitation of recycled lagoon ❑ flush lank covers;
liquid while lunks arc filling n Iixlcnd fill lines to near bollnm orlanu will,
anli-siphnu vents
Flush alleys Agilalimt during wastuwaler Ll Underfloor flusli will, underllour ventilation
conveyance
Ph necluouc points Agitation of recycled lagoon rl Ilxlcnd recharge lilies in ucar bolloun of ilils
liquid while pits are filling will,unti-siphon veins
Lill bunions Agitation during swap took Cl sump lank covers
filling and drawdown
Ontside drain collucllon Agitation during wastewiller Ll Ilox covers
or junction boxes convoyaucc
AIJOC'-1•1,,muber 11, 1996, Page 3

f
Smrce Cause OMPs to Minimtce Odor Nile Specific Praclices
End of drainpipes at • Agitation during wastewater ❑ Extend discharge point of pipes underneath
lagoon conveyance lagoon liquid level
Lagoon sorfuces • Volatile gas crnissions; Proper lagoon liquid capacity;
• Dialogical mixing; 'a/Correcl lagoon startup procedures;
• Agitation IF11"Miuimlllll surface area-lo-vohnne ratio;
JYMinimum agitation when.pumpiug;
❑ Mechanical aeration;
O Proven biological additives
h ligation sprinkler • I high pressure agitation; Irrigate on dry days with little or no%vind;
nozzles Wind drift
XI Minimum recommended operating pressure;
,12'�Puny1 intake near lagoon liquid surface;
Cl Pump from second-slago lagoon
Stllrage rink or leasin Pal't14l Inicrobtal decomposition; CI Ilalton or Inidlevel loading;
surlaec . Mixing while filling;
❑ '1'auk covers;
• Agitation when emptying Cl Busin surface Inals of solids;
❑ Proven biological additives or oxidants
Scaling basin surlacc 6 Partial microbial decomposition; ❑ Extend drainpipe outlets underneath liquid
• Mixing while filling; level;
• Agitation when emptying ❑ Remove settled solids regularly
Marmre,slurry ur sludge • Agitation when spreading; Cl Soil injection(if slurry/sludges;
spreader outlets 4 Volatile gas emissions
❑ Wash'residutul manure from spreader after use;
171 Proven biological additives or oxidants
Oncovered manure, 6 olatile gas emissions while ❑ Soil injection ol'shrry/sludges
slurry or sludge on lield drying
sol(ices ❑ Sou incorporation within 118 hrs.;
Spread in thin uniform layers fur rapid drying;
❑ Proven biological additives or oxidants
Dead animals • Carcass decomposition -,P- proper disposition of carcasses
Dead animal disposal Carcass dldolllposdion ❑ Complete covering of carcasses in burial pits;
Ails
❑ Proper location/consrueflon of(lisposol pits
IllellleralIS. • Incomplete combustion ❑ Secondary slack burners
AMOC( mber 11. 1996, I';:ge I

Cause IIIVII i In hlluhulze Odnr Specific Practices
Standing Willer 41-01111d • Improper drainage; (J(i1dC and landscape s11CI1 Ihtll water dfilllls
facilities Microbial decomposilion of away from facilities
organic matter
f.Lumre tracked onto • Poorly maintained access roads Pomt access road maiulenancc
public roads lion faun
ilcccss
Additional Informalion
Swine Malmle Mmlagenicld ; 0200 IlulclDMP Packel Available From :
Swine Produclion Farm Potential Odor Sources and Remedies; MIA Foci Shcel NCSIJ,Culully Islension Cenlcr
Swinc NO1111cliou Facility Manure Manugement: Pit Recharge-Lagoon Treabnenl ; IeEAE 128.88 NCSIJ- IIAIi
Swinc Production Facility Manure Managcmcol: Uuderlloor Flusli- I.agomt'1'rentmem ; EEAIi 129-88 NCSIJ- IIAIi
Lagoon Design and Mlalogemenl for Livesloek Manurc Trealmcal and Storage ; MIAI's 103-83 NCSI1-IIAIi
NCSIJ- BA I's
Culibralion of Manure and Wastewater Application Equipment; EOAE Fact Sbcel
Cuntrolliog Odors from Swinc Buildings; Pill-33 NCSIJ- IIAI:
Favimnmenial Assurance Program ; NPPC Manual NCStI-Swine Extension
Oplions lily h1annging Odor; a report front the Swinc Odor Task Force NC Polk Producers Assoc
Nuis:ulce Concerns in Animal Manure Management: Odors and Flies ; PRO107. 1995 Conference Proceedings NCSIJ Agri Cooperative
G Florida Conpcnuivcltxlensinn
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