310314_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0314 Certificate Of Coverage Number: AWS310314
2. Facility Name: George Farrior#1&2
3. Landowner's Name(same as on the Waste Management Plan): George Farrior
4. Landowner's Mailing Address: 457 Paul Ed Dale Rd
City: Kenansville State: NC Zip: 28349
Telephone Number: 910-296-0175 Ext. E-mail:
5. Facility's Physical Address: 457 Paul Ed Dale Rd
City: Kenansville State: NC Zip: 28349
6. County where Facility is located: Duulin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): George Farrior Phone No.: OIC#: 18743
11. Lessee's Name(if there is not a Lessee,write"None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type Allowable Count
Swine-Feeder to Finish 2,448
Operation Types:
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses-Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses-Other
Farrow to Finish Milk Cow Pullets Sheep-Sheep
Feeder to Finish Dry Cow Turkeys Sheep-Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) (Cubic Feet) (Square Feet) (Inches)
GF1 aor 77J&ff!�--19-00
GF2 �f� 'I / 19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes 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):
' ©GVii-P�—
Name: _ & cll�Z U � I�,�� Title:
Signature: Date: '
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

Version—November 26,2018
• Mortality Management ement Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan. '
El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
❑ A composting system approved and permitted by'the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit). If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
El D In the case of dead poultry only,placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
a Any method which, in the professional opinionjof the State Veterinarian,would.make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
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.
�4
Signature of Farm Owner/Manager Date
Signature of Te nical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
06-10-2002
This plan has been prepared for: This plan has been developed by:
George Farrior#1&2 FN 31-314 Ronnie G. Kennedy Jr.
George Farrrior Agriment.Services, Inc.
Box 457 Paul Dail Rd PO Box 1096
Kenansville, NC 28349 Beulaville, NC 28518
910-296-0175 252-56 - 8
eveloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above.I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Zo I
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 Ir::; / Ab ,Z
ethnical Specialist WSignature ate
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651367 Database Version 2.0 Date Printed: 06-10-2002 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 2,269,296 gals/year by
a 2,448 animal Swine Finishing Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 5230
Incorporated 8982
Injected 9891
Irrigated 5685
Actual PAN Applied Actual Volume Applied Volume Surplus/Deficit
(Pounds) (Gallons) (Gallons)
Year 1 51,899 273545790 -851,494
- - - - - - --------- - - - ------------ - - - - - ----------------------------------------
Note: In source ID. S means standard source. U means user defined source.
651367 Database Version 2.0 Date Printed: 06-10-2002 Source Page I of I

Narrative
This waste plan was derived from a previous wup created by Tech Spec Johnny Smith of Duplin Soil and
Water on 4/22/96. This plan is based on the wettable acres of the various irrigation equipment(described
in wettable acre plan)on the farm. The agronomic rates of the plan were obtained from this historical plan.
It will take a high level of mgt to obtain the yields displayed in this plan. Mr. Farrior will have to re-seed
his fields that are now in Fescue Pasture to Bermuda Pasture in order to acquire a higher agronomic
uptake. The seeding should take place the next available sprigging dates for Bermuda (Feb-Apr is ideal of
2003). Mr. Farrior will utlilize his established crops until this time. It is important Mr. Farrior be aware
that this change in cropping system must be made to comply with this plan and DWQ will follow-up.
Some acreage will be utilized by honeywagon and has been calculated in plan with Auto Cad 14 acreage
calculation features. (See alternative equipment agreement)
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651367 Database Version 2.0 Date Printed: 06-10-2002 Narrative Page 1 of 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.
Depending on the requirements of the crop and the nutrient content of the waste,some nutrients will likely be over or under applied if animal waste is being
utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used to
balance the nutrient application amounts with the realistic yields of the crop to be gown. Nutrient management plans may require that the application of animal
waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA Manure Manure Manure Manur
Nutrient Nutrient Nutriart Applied Applied Applied Applie
Req'd Applied Applied (acre) (acre) (Field) (Field
Source: Total Use. RYE Appiic. Applic. 1000
Traci I Field I.D. Soil Series Acre Acres Crop RYE I Unit Period N N N Method Ibti'A l.'A toils 1000 Rals tons
4247 GFI S7 Foreston 8.4 8.4 Small Grain Ovcrseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.96 0 168.06 0.
4247 GFI S7 Foreston 8.4 8.4 Hybrid Bermudagmss *8.1 Tons 3/1 9/30 *275 0 0 Irrig. 275 109.78 0 924.35 0.
Pasture
4247 72&GF3 S7 Foreston 1.6 1.6 Small Grain Overseed 1.0 Tolls 10/1-3/31 50 0 0 Irrig. 50 19.96 0 31.54 0.
4247 2&GF3 S7 Foreston 1.6 1.6 Hybrid Bermudagrass *8.1 Tons 311 9/30 *275 0 0 Irrig. 275 109.78 0 173.45 0.
Pasture
4247 GF4 S7 Foreston 0.7 0.7 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.96 0 13.77 0.
4247 GF4 S7 Foreston 0.7 0.7 Hybrid Bermudagrass *8.1 Tons 3/1-9/30 *275 0 0 Irrig. 275 109.78 0 75.75 0.
Pasture
4247 GF5 S7 Foreston 5.8 5.8 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.96 0 115.97 0.
4247 GF5 S7 Foreston 5.8 5.8 Hybrid Bennudag ass *8.1 Tons 3/1-9/30 *275 0 0 Irrig. 275 109.78 0 637.82 0.
Pasture
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651367 Database Version 2.0 Date Printed: 6/10/02 WUT Page 1

Nitrogen Conran. Res. Manure Liquid Solid Liquid Solid
PA Fert. (IWA) PA Manure Manure Manure Manur
Nutrient Nutrient Nutrient Applied Applied Applied Applie
Req'd Applied Applied (acre) (acre) (Field) (Field
Source 'rotal use. RYE Applic. Applic. 1000
Tract Field I.D. Soil Series Acre Acres Crop RYE I Unit Period N N N Medtod Ibs/A I!A tons 1000 gals tons
4247 GF6 S7 Foreston 1.6 1.6 Small Grain Overseed 1.0 Tars 10/1-3/31 50 0 0 Irrig. 50 19.96 0 32.93 0.
4247 GF6 S7 Foreston 1.6 1.6 Hybrid Bermudagrass *8.1 Tons 3/1 9/30 *275 0 0 Irrig. 275 109.78 0 181.14 0.
Pasture
Manure Solids Total Annfied tons 0.
I PmduQW,tons 0
Balance.tons 0.
Notes: 1.In the tract column.svrnbol—means leased,oth:wise,owned. 2.Svmbol*means user enteral data.
----------------- -------- ----- ----------------------- ------- --------
651367 Database Version 2.0 Date Printed: 6/10/02 WUT Page 2

The Irrigation Application Factors for each field in this plan are shown in the following table.
Infiltration rate varies with soils. If applying waste nutrients through an irrigation system,you must
apply at a rate that will not result in runoff. This table provides the maximum application rate per hour
that may be applied to each field selected to receive wastewater. It also lists the maximum application
amount that each field may receive in any one application event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inc hcAour) (inches)
4247 GF1 Foreston 0.50 0.96
4247 GF2&GF3 Foreston 0.50 0.96
4247 GF4 Foreston 0.50 0.96
4247 GF5 Foreston 0.50 0.96
4247 GF6 Forestcm 0.50 0.96
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651367 Database Version 2.0 Date Printed: 06-10-2002 IAF Page 1 of 1

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
thtac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
,tea Com 120 bu 150 13.16 30.69 61.38 92.07
Hay 6 ton RY.E. 300 26.32 15.34 30.69 46.03
Soybean 40 bu 160 14.04 28.77 57.54 86.31
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651367 Database Version 2.0 Date Printed: 06-10-2002 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The
start date is a value entered by the user and is defined as the date prior to applying nutrients to the first
crop in the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative,the estimated volume of accumulated waste exceeds the
design storage volume of the structure. Either of these situations indicates that the planned application
interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available aste StorCapacity
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacity Ea s
Start Date 09/15 180
Plan Year Month Available Storage Capacity(Days)
1 1 71
1 2 58
1 3 58
1 4 76
1 5 93
1 G 127
1 7 160
1 8 180
1 9 166
1 10 150
1 11 135
1 12 104
*Available Storage Capacity is calculated as of the end of each month.
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651367 Database Version 2.0 Date Printed: 06-10-2002 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches
surface water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture,
historical data, climatic conditions, and level of management, unless
there are regulations that restrict the rate of applications for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, MRCS 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.
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651367 Database Version 2.0 Date Printed: 06-10-2002 Specification Page 1 of 4

6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for
guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal-waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste should
also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply
with the following: The outer perimeter of the land area onto which
waste is applied from a lagoon that is a component of a swine farm shall
be at least 50 feet from any residential property boundary and canal.
Animal waste, other than swine waste from facilities sited on or after
October 1, 1995, shall not be applied closer that 25 feet to perennial
waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
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651367 Database Version 2.0 Date Printed: 06-10-2002 Specification Page 2 of 4

14. waste shall be applied in a manner not to reach other property and
public right-of-ways.
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
vvHICH W11 to 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 inclildi-C vegetables find
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.
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651367 Database Version 2.0 Date Printed: 06-10-2002 Specification Page 3 of 4

21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
A
reatment 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.
22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied.
Nitrogen shall be the rate-determining nutrient, unless other restrictions
require waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in
the soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
applications records shall be maintained for a minimum of three years.
vv aste application records fur all other waste shall be maintained for a
minimum of five years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
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651367 Database Version 2.0 Date Printed: 06-10-2002 Specification Page 4 of 4

r5r,", Crop Notes
The following crop note applies to field(s): GF1,GF2&GF3,GF4,GF5,GF6
Small Grain: CP, Mineral Soil, low-leachable
In the Coastal Plain, oats and barlev should be planted from October 15-October 30- and rve 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
:n 'i cl"Lio:^s iii the vurr�iit iS_SvT "Small G Pr,^,du�ion 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
NLSU Official Variety'`green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February-March.
The following crop note applies to field(s): GF 1,GF2&GF3,GF4,GF5, GF6
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain,hybrid berriudagrass spr igs CWI be plantemd "'Iar. ! to "oar. ;1. Cover�rrigs 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 bulac in 3' rows,spaced 2'to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5'to 2' rows spaced 1'to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 1001b/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications,usually in April and following the first and second hay cuts. Reduce N rates
by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
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651367 Database Version 2.0 Date Printed: 06-10-2002 Crop Note Page I of I

LEGEND
IR FARM (1�ouEY URaarl �REas� DITCH
RISER o
WELL
DDG,ear5e �rs ter:ar- Ad,
0.69ac. NaAEY4ky°r GAY W7 Paul Da/1
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ab'3y9
_ L
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GFI
Nr® �\ s �\� SPRAY FIELD �\
(/ 3t�Gi t/\ �'\"i o�� 9Qr ntiOG�49fasS IAS�U r�
HONEY WAGON AREA
1 i
\ ��r
\ ` HONEY WAGON AREA
GRAPHIC SCALE
150 0 75, 150' 300' 600'
( IN FEET )
1 inch = 150'ft.

f}gvaree/ = 95gpM
Spr;llkler : 9.635jom GEORGE FARRIC
GF6
1.8 Ac. +/-
75
SPRAY FIELD l�
cZ (�/µ1t.✓aSYaSSP
GFS
SPRAY FIELD
JD �
Ca�rcs F{etd �
NONEY
WAGON -
`,',\� AREA
�'?R) SFaitona.y
bP
b I xG eel
xOU L+
3ta R<'
GF2
GF2 & GF3
1.7 Ac. +/- Cf[oG l
SPRAY FIELD
Qerrltiva{r�racs /vwe•Y�� a75� O.t<k. �10F1�I' U,1�cioa
.S^.,OX d*u!„ � GF4 GF1
0.76 Ac. +/-
SPRAY FIELD
A��

GEORGE FARRIOR FARM ' �
7ffCH
RISER
WELL
GF6
1.5 A4 +/—
SPRAY FIELD
' GF5 __ \
1 6.2 Ac. +/—
SPRAY FIELD Q�1
/XX
J' _------ _ 1• proSPR
W FIELD
GF4 GFI '
0.76 Ac. +/—
SPRAY FIELD
GRAPHIC SCALE
ua' 0 7V 1w ]OC
( iN FEET )
1 inch = 150'ft.

4 *b
FROM : -DM PRICE SONS FAX NO. : 1 919 658 4422 Jul. 10 2000 02:41PM P3
Wettable Acres Determunation Certification
Name of Facility: G of,
.�� Facility Number:,?/
Owner(s) Name: e, 10e�# Phone No: O /7S
Mailing Address:_l��x �,�' 7 �/Q/ av �a
By signing this form, the facility owner and Technical Specialist acknowledge the completion of the
Wettable Acres Determination. All necessary Wettable Acre Determination Field Data Sheets and
calculations were completed to conduct a Wettable Acre Determination. The facility's Waste
Utilization Plan has been amended as necessary to reflect actual wetted acreage. A copy of all
worksheets, calculations, and other Wettable Acres Determination documents, along with the
applicable Waste Utilization Plan and Wettable Acre Determination Certification will be filed with
the local Soil and'Water Conservation District. A copy will also be kept on site with the Certified
Animal Waste Mama rent Plan, Auv fugue modifications must be approved by a technical
• I .
specialist and filed with the Soil and Water Conservation District prior to implementation. If any
modifications to the existing irrigation system or any new irrigation equipment was required to
adequately address the waste management needs of this facility, an Irrigation Specialist or
Professional Engineer has certified the design and installation below.
Owner Name: •-
Owner Signature: V Date. /o 0
Technical Specialist Name: eh •� e,,Kd::V/Y f,
Technical Specialist Signature: Date: /o a
If assisted by an Irrigation Specialist or Professional Engineer please read and sign below:
Animal waste application equipment has been designed or modified to apply waste as necessary to
accommodate the waste management plan and according to NRCS Standards. Animal waste
application equipment has been installed according to MRCS Standards and is ready for use.
Irrigation Specialist/PE Name:
Irrigation Specialist/PE Signature: Date:
Submit this form to:
Attn: Sonya Avant
Non-Discharge Compliance Unit
Division of'Water Quality
1617 Mail Service Center
Raleigh, NC 27699-1617

PRODUCER/CONTRACTOR VERIFICATION OF WASTE
APPLICATION EQUIPMENT
I, CERTIFY THAT MY COMPANY CAN
PROVIDE WASTE APPLICATION EQUIPMENT TO FULFILL THE
REQUIREMENTS OF THE CERTIFIED WASTE UTILIZATION PLAN. THE
EQUIPMENT WILL BE AVAILABLE AT THE CLIENTS REQUEST IF WE ARE
NOTIFIED AT LEAST 48 HOURS BEFORE.
TYPE OF WASTE APPLICATION EQUIPMENT AND SIZE
AVAILABLE FROM
SS S u. s ���. .a.
FACILITY NUMBER 3L-
I FURTHER CERTIFY THAT,THROUGH THE ARRANGEMENTS I HAVE MADE
CONCERNING WASTE APPLICATION EQUIPMENT I WILL BE ABLE TO
FULFILL THE REQUIREMENTS OF MY WASTE UTILIZATION PLAN.
OWNER
DATE c o,t

I
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6 m e CC t2C t LE ON Z62 (w)m 90 OIL &01 UOL Lot 90L Cal 001 Be Ileen ILAM c'I la wln0
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George Farrior 4/26/01
Field GF19.,ac.+/69=
ABI Aquareel System
➢ Lane 1 [(425'+39')(78')/43,560(0.90)].......................................................................0.75 ac.
➢ Lane 2 [(442'+39')(78')/43,560(0.90)].......................................................................0.78 ac.
➢ Lane 3 [(207'+39')(78')/43,560(0.90)].......................................................................0.40 ac.
➢ Lane 4 [(192'+39')(78')/43,560(0.90)].......................................................................0.37 ac.
➢ Lane 5 [(287'+391)(789)/43,560(0.90)].......................................................................0.53 ac.
➢ Lane 6 [(289'+391)(781)/43,560(0.90)].......................................................................0.53 ac.
➢ Lane Totals[0.75 ac. +0.78 ac. +0.40 ac. +0.37 ac. +0.53 ac. +0.53 ac.].....3.36 ac.
Stadonary Sprinlder System
➢ GFI [Wettable Acre Computaional Worksheet]........................................2.31 ac.
Honey Wagon Areas
➢ GFl ....................................................................................................2.75 ac.
Total Field Acres
➢ ABI Aquareel System ................................................................................................3.36 ac.
➢ Stationary Sprinkler System......................................................................................2.31 ac.
➢ Honey Wagon Areas.................................................................................................2.75 ac.
TotalE3.36 ac. +2.31 ac. +2.75 ac.] .............................................................8.42 ac.
Field CF2 & GF31.7 ac.+/ 5,pray Field
ABI Agaareel System
➢ Lane 1 [(219'+39')(78)/43,560(0.90)].......................................................................0.42 ac.
➢ Lane 2 [(335'+39')(78')/43,560(0.90)].......................................................................0.60 ac.
➢ Lane 3 [(60'+39')(78')/43,560(0.90)].........................................................................0.16 ac.
➢ Lane Totals [0.42 ac. +0.60 ac. +0.16 ac.]. ..............................................1.18 ac.
Loney Wagon Areas
GF2&GF3........................................................................ .......................0.40 ac.
Total Field Acres
➢ ABI Aquareel System ................................................................................................1.18 ac.
➢ Honey Wagon Areas.................................................................................................0.40 ac.
➢ Total [1.18 ac. +0.40 ac.].......................................................................1.58 ac.
2

George Farrior 4/26/01
Field GF4 0.76 ac.+/-_JRrav Field
ABI Aquareel System
➢ Lane 1 [(123'+39')(78)/43,560(0.90)].......................................................................0.26 ac.
➢ Lane 2 [(135'+39')(789)/43,560(0.90)].......................................................................0.28 ac.
➢ Lane Totals [0.26 ac. +0.28 ac.]. ............................................................0.54 ac.
Honey Wagon Areas
GF4...........................................................................................................0.15 ac.
Total Field Acres
➢ ABI Aquareel System.............................•••..............................................................•.0.54 ac.
➢ Honey Wagon Areas.................................................................................................0.15 ac.
➢ Total 10.54 ac.+0.15 ac.]........................................................................0.69 ac.
Field GF5 6.2 ac.+/- spray Field
ABI AMareel system
➢ Lane 1 [(508'+39)(78')/43,560(0.90)].......................................................................0.88 ac.
➢ Lane 2 392'+39' 78' /43 560 0.90 .........0.69 ac.
➢ Lane 3 270'+39' 78' /43 560 0.90 ..............................................0.49 ac.
➢ Lane 4 [(24'+39')(78')/43,560(0.90)].........................................................................0.10 ac.
Lane Totals[O.88 ac. +0.69 ac. +0.49 ac. +0.10 ac.].................................2.16 ac.
Stationary gprinkler System
➢ GF5 [Wettable Acre Computaional Worksheet]........................................2.08 ac.
Honey Wagon Areas
➢ GF5.....................................................................................................1.57 ac.
Total Field Acres
➢ ABI Aquareel System ............................................................................••..................2.16 ac.
➢ Stationary Sprinkler System......................................................................................2.08 ac.
➢ Honey Wagon Areas.................................................................................................1.57 ac.
➢ Total [2.16 ac. + 2.08 ac. + 1.57 ac.] ........................................................5.81 ac.
3

George Furior 4/26/01
Field GF6 1.8 ac. Spray Fiield
ABI Aquareel System
➢ Lane 1 [(208'+39')(78')/43,560(0.90)].......................................................................0.40 ac.
➢ Lane 2 [(371'+39')(789)/439560(0.90)].......................................................................0.66 ac.
➢ Lane Totals 10.40 ac. +0.66 ac.]. ............................................................1.06 ac.
Honey Wagon Areas
GF6...........................................................................................................O.59 ac.
Total Field Acres
➢ ABI Aquareel System................................................................................................1.06 ac.
➢ Honey Wagon Areas.................................................................................................0.59 ac.
➢ Total [1.06 ac. +O.59 ac.].......................................................................1.65 ac.
Farm Totals 19.86 ac.+/ M.yoelds.
➢ GF 1 (9.1 ac.+/-Spray Field)..............................................................................................8.42 ac.
➢ GF2&GF3(1.7 ac.+/- Spray Field).................................................................... 1.58 ac.
➢ GF4(0.76 ac.+/- Spray Field)............................................................................ 0.69 ac.
.................
➢ GF5(6.2 ac.+/- Spray Field)...............................................................................................5.81 ac.
➢ GF6(1.8 ac. Spray Field)...............................................................................................1.65 ac.
➢ Farm Total [8.42 ac. + 1.58 ac. +0.69 ac. +5.81 ac. + 1.65 ac.]. ...................18.1 S ac.
Prepared by Agriment Services Inc.
P.O.Boat 1096 - Beulavine,NC-28818
Phone[phone]-Fax[phone]
dig6twe of owner or facility representative Signa5 of tec al sp cialist
67Co/' •w.At 0 vNr1 Cam• Grl�tt� P•
Printed namcVof the same above Printed name of the same above
7//0/0 -2
Date Date
4

kripted Acreap Dd amination Yroaedum
For Wastewater Application EquOana t
STATIONARY SPRINKLER SYSTEM
FIELD DATA WORKSHEET *
1. Sprinkler make and model number SINNIGER 5023-1-3/411M
2. Sprinkler nozzle size #16 NOZZLE-ORANGE(1/401) [inch]
3. Lateral spacing 52',&76' [feet]by sprinkler spacing along lateral 79' & 82' [feet]
4. Operating pressure at the sprinkler 30 [psi]
5. Sprinkler wetted diameter _98 [feet) NO measured or YES determined from chart.
6. Number of sprinklers operating at one time
7. Total number of sprinklers or sprinkler locations in the system
Exterior sprinklers: 32 full circle 0_ part circle
Interior sprinklers: 14 full circle
Sprinkler locations permanently marked: YES yes NO no
8. Supply line YES Permanent pipe NO Portable pipe
9. **Lateral line size [inch]. If there is more than one size,indicate the size
and approximate length of each. Can be done on the map.
10. **Lateral line length [feet] (Longest lateral)
11. **Supply line length [inch]. If there is more than one size,indicate the size
and approximate length of each. Can be done on the map.
12. **Supply line length [feet]. Maximum pumping distance.
13. **Pump make and model number
14. **Pump capacity [gpml
15. **Engine make and model number
,or
16. **Electric motor horsepower and rpm h [rpm]
Note:It is strongly recommended that you field measure the sprinkler wetted diameter.You should
do this on the longest lateral about half-way down the lateral.
*Locate each sprinkler or sprinklers location on the map. Indicate whether it is full circle or part
circle. Show the location of the supply line. Irrigated acres are determined by line,zone,and field.
**Optional ddta,furnish where possible.
***Only the person or people collecting the data should sign the Field Data Worksheet.
***Information furnished by
and/or
Si tune of owner or facility representative Signature of technical specialist
GEORGE FARRIOR and/or
Printed name of owner or facility representative Printed name of technical specialist
Date Date

Iiriguad Acreagg Ddanm nation hwedu.
for Was muff Application Equip uM
STATIONARY SPRINKLER/GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm number(identification) 31—314 Field number(identification) G F 1
2. Irrigation system designation YES Existing irrigation system
N 0 New/expanded irrigation system
3. Number of stationary sprinklers 6 #of Interior sprinklers
15 #of Exterior sprinklers
4. Wetted diameter 98.0 (feet)from Field Data Worksheet
5. Spacing 76.0 Sprinkler spacing along lateral(feet)
7 8% Sprinkler spacing as a percentage
6. pattern Sprinkler p Pa N 0 Multiple laterals
N 0 Single lateral
YES Excessively spaced sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and column
based on pattern,spacing,and sprinkler location.
0.110 Acres per interior sprinkler from Table 6 Column G
0.110 Acres per exterior sprinkler from Table 6 Column G
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each category
in the field Add all of these. The sum is the total irrigated acreage for the field
0.110
(a)Acres per interior sprinkler X 6 #Sprinklers= 0.6 6 0 Acres
0.110 (b)Acres per exterior sprinkler X 15 #Sprinklers= 1.6 5 0 Acres
Total wettable acres for field Sum:8a+8b)-- 2.310 Acres
Wettable Acre Computational Worksheet completed by: Date: /o o Z

k iguwd Acreage Ddarninauon Procedure
for Wnstewater Application Equipmau
STATIONARY SPRINKLER/GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
I. Farm number(identification) 31—314 Field number(identification) G F 5
2. Irrigation system designation YES Existing irrigation system
N 0 New/expanded irrigation system
3. Number of stationary sprinklers 8 #of Interior sprinklers
17 #of Exterior sprinklers
4. Wetted diameter 98.0 (feet)from Field Data Worksheet
S. Spacing 52.0 Sprinkler spacing along lateral(feet)
5 3% Sprinkler spacing as a percentage
6. pattern Sprinkler •
p � rn N 0 Multiple laterals
N 0 Single lateral
YES Excessively spaced sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the ap
propriate ppropriate table and column
based on pattern,spacing,and sprinkler location.
0.0 8 3 Acres per interior sprinkler from Table 1 Column G
0.0 8 3 Acres per exterior sprinkler from Table 1 Column G
S. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each category
in the field. Add all of these. The sum is the total irrigated acreage for the field.
0.0.8 3 (a)Acres per interior sprinkler X 8 #Sprinklers= 0.664 Acres
0.0 8 3 (b)Acres per exterior sprinkler X 17 #Sprinklers= 1.411 Acres
Total wettable acres for field(Sum:8a+8b)a 2.0 7 5 Acres
Wettable Acre Computational Worksheet completed by: Date: �-

75BGN 10/02
avwvo,,bn ii brk7onm^'
ONKSON 75 SERIES BIG GUN° PERFORMANCE
r
U.S. UNITS - 75 TAPERW55
TR75 - 240 TRAJECTORY
T aper Rin are ordered individually.en ordering
096 0.4" 0.45" 0.5" 6" 0.65" 0.7" 0.75" 0.8"
PSI GPM DIA.Fr. GPM DIA.Fr. GPM DIA,FT. GPM DIA.Fr. GPM DIA.FT. GPM DIATT. GPM DIA.Fr. GPM DIA.Fr. GPM DIA.Fr.
25 2 146 50 155 59 161 69 167 80 174 91 182
30 37 158 45 158 55 165 64 172 75 182 87 187 99 192
35 32 154 40 164 49 172 59 178 69 191 81 196 93 202 106 208
40 27 149 35 160 43 171 2 180 63 190 74 198 87 204 98 213 112 221
45 29 155 37 167 46 180 56 189 67 198 79 206 91 214 104 223 118 230
50 30 161 39 174 48 186 59 195 70 203 83 212 95 220 109 230 123 237
55 32 165 41 179 50 193 62 V<203 74 213 87 221 100 230 115 239 130 247
60 33 169 42 184 53 198 64 5<208 77 220 91 228 104 237 120 245 136 254
65 35 172 44 189 55 205 67 216 80 227 95 237 109 247 125 254 142 263
70 36 175 45 194 57 210 69 221 83 232 98 243 113 254 129 260 147 270
75 37 179 47 201 59 217 72 228 86 239 101 250 117 261 134 268 153 277
80 39 182 49 207 61 222 74 234 89 244 105 256 121 266 138 274 158 283
Diameter(DIA)in feet and flowrate(GPM)are based on CIT(Center for Irrigation Technology)testing and some comparisons(dated 10/9/02).For
43'performance consult factory.In general,throw distance is reduced-3%with each 3'drop in trajectory.
=Pressure/nozzle combinations OUTSIDE of the shaded-in areas produce a more desirable stream.
METRIC UNITS - 75 TAPER RING NOZZLE - TR75 - 240 TRAJECTORY
TR75 Taper Rings are ordered individually.
Specify size when ordering
10,2mm 11,4mm 12,7mm 14,Omm 15,2mm 16,5mm 17,8mm 19,1 men 20,3mm
k9/cm' US M'/H M L/S W/H M L/5 M'/H M L/S W/H M US W/H M L/S W/H M L/S M'/H M L/S M'/H M L/S W/H M
175 2.64 95 44 3.17 11.4 48 3,72 13.4 49 4.30 15.5 51 4,97 17.7 54 5.59 20.1 56
2.00 2.33 8.4 48 2.82 10.2 . 48 3.39 12.2 51 3.96 14.3 52 4.59 16.5 56 5.25 18.9 58 5,97 21.5 59
2,50 2A1 7.6 47 2.61 9.4 50 3.16 11.4 53 3.79 13.6 55 4.45 16.0 58 5.14 18.5 60 5.87 21.1 62 6,68 24.0 64
3.00 1.83 6.6 47 2,32 8.3 50 2.86 10.3 53 3.46 12.4 57 4.15 14.9 59 4.88 17.6 61 5.63 20.3 63 6.43 23.7 66 7.32 26.3 69
3.50 1,96 7.1 49 2.50 9.0 52 3.09 11.1 57 3.74 13.4 60 4.48 163 62 5.27 19.0 64 6.08 21.9 67 6.95 25.0 70 T90 28.4 73
4.00 2.11 T6 50 2.67 9.6 54 3.30 11.9 59 3.99 14.4 62 4.79 17.2 65 5.63 20.3 67 6.50 23.4 71 7.43 26.7 73 8.45 30.4 76
4.50 2.24 8.1 52 2.84 10.2 57 3.50 12.6 62 4.24 15.2 66 5.00 18.3 68 5.97 21.5 71 1 6.89 24.8 75 17.88 28.4 78 18.96 32.3 80
5.00 2.36 8.5 53 2.99 10.8 60 3.69 13.3 64 4.46 16.1 68 5.35 192 70 6.30 22.7 74 7.26 26.1 78 8.30 29.9 60 9,45 34.0 84
5.50 2 48 8.9 55 3.13 11.3 62 3.87 13.9 66 4.68 16.9 70 5.61 20.2 73 6.60 23.8 77 7.62 27.4 81 8.71 31.3 83 9.9 35.7 86
6.00 2.59 9.3 56 3.27 11.8 63 1 d.04 14.6 68 1 4.89 17.6 72 5.86 21.1 74 6.90 24.8 79 1 7.96 20.6 84 9.09 32.7 85 10.3 37.2 87
Diameter(M)in meters and flowrate(L/S = liter/sec;M3/H =cubic meter per hour)are based on CIT(Center for Irrigation Technology)testing and
some comparisons(dated 10/9/02). For 43'performance consult factory. In general,throw distance is reduced--3%with each 3'drop in trajectory.
=Pressure/nozzle combinations OUTSIDE of the shaded-in areas produce a more desirable stream.
WARRANTY AND DISCLAIMER
Nelson Big Gune Sprinklers are warranted for one year from date of original sale to be free of defective materials and workmanship when used
within the working specifications for which the products were designed and under normal use and service.The manufacturer assumes no
responsibility for installation,removal or unauthorized repair of defective parts.The manufacturer's liability under this warranty is limited
solely to replacement or repair of defective parts and the manufacturer will not be liable for any crop or other consequential damages resulting
from defects or breach of warranty.THIS WARRANTY IS EXPRESSLY IN LIEU OF ALL OTHER WARRANTIES,EXPRESS OR IMPLIED,INCLUD-
ING THE WARRANTIES OF MERCHANTABILITY AND FITNESS FOR PARTICULAR PURPOSES AND OF ALL OTHER OBLIGATIONS OR
LIABILITIES OF MANUFACTURER. No agent,employee or representative of the manufacturer has authority to waive,alter or add to the
provisions of this warranty,nor to make any representations orwarranty not contained herein.
Nelson Irrigation Corp. 848 Airport Rd. Walla Walla,WA 99362-2271 USA Tel:[phone] Fax:[phone] E-mail:[e-mail] Web site:www.nelsonirrigafion.com

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER SYSTEM
FIELD DATA WORKSHEET
1. Sprinkler make and model number .S ENKI I M G'`�E9: 500 Z 3— '3 144 �wl _
2. Sprinkler nozzle size 4t& Q9jAA,(-- (_/&") [inch]
3. Laterals spacing 5Z�'r' G feet b sprinkler spacing along lateral �9 f f 82
P g ? [feet] y p p g g [feet]
4. Operating pressure at the sprinkler 3d -Ps I [psi]
S. Sprinkler wetted diameter q [feet]. measured or determined from chart.
6. Number of sprinklers operating at one time
7. Total number of sprinklers or sprinkler locations in the system
Exterior sprinklers: .3 2 full circle part circle
Interior sprinklers: full circle
Sprinkler locations permanently marked: yes no
8. Supply line .,� Permanent pipe Portable pipe
**9. Lateral line size [inch]. If there is more than one size, indicate the size and
approximate length of each. Can be done on the map.
**10. Lateral line length [feet]. (Longest lateral)
**11. Supply line size [inch]. If there is more than one size, indicate the size and
approximate length of each. Can be done on the map.
**12. Supply line length [feet]. Maximum pumping distance.
**13. Pump make and model number
**14. Pump capacity [gpm]
**15. Engine make and model number or
**16. Electric motor horsepower and rpm [hp] [rpm]
Note: It is strongly recommended that you field measure the sprinkler wetted diameter. You should do this on the
longest lateral about half-way down the lateral.
* Locate each sprinkler or sprinkler location on the map.Indicate whether it is full circle or part circle.Show the
location of the supply line. Irrigated acres are determined by lateral line, by zone, or by field.
** Optional data, furnish where possible
***Information furnished by
and/or
Signature of owner or facility representative Signature of technical specialist
Printed name of owner or facility representative Printed name of technical specialist
Date Date ..J
***Only the person or people collecting the data should sign the Field Data Worksheet.
14

r '
Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm number(identification) 31 -314 Field number(identification) C��
2. Irrigation system designation Existing irrigation system
New/expanded irrigation system
3. Number of stationary sprinklers CD # Interior sprinklers 1'5 # Exterior sprinklers
4. Wetted diameter l [feet] from Field Data Worksheet
5. Spacing !lo. Sprinkler spacing along lateral [feet]
0
Sprinkler spacing as a percentage of wetted diameter
6. Sprinkler pattern Multiple laterals Single lateral
Excessively spaced sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattern,spacing,and sprinkler location.
d•l�� Acres per interior sprinkler from Table Column—2
•[i� Acres per exterior sprinkler from Table ` Column
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field.Add all of these.The sum is the total irrigated acreage for the field.
•l (a)Acres per interior sprinkler X (o #Sprinklers = 0•�6 Acres
�• �b(b) Acres per exterior sprinkler X 15 #Sprinklers = •�05 Acres
12031
2•3[ Total wettable acres for field (Sum: 8a+8b)
Wettable Acre Computational Worksheet completed by: Date:
Signature of technical specialist
9

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER GUN SYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm number(identification) 314 Field number(identification) G f:�:5
2. Irrigation system designation Existing irrigation system
New/expanded irrigation system
3. Number of stationary sprinklers 8 # Interior sprinklers 19 # Exterior sprinklers
4. Wetted diameter 4 [feet] from Field Data Worksheet
S. Spacing 5 2.d Sprinkler spacing along lateral [feet]
S 3% Sprinkler spacing as a percentage of wetted diameter
6. Sprinkler pattern Multiple laterals Single lateral
Excessively spaced sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattern,spacing,and sprinkler location.
�•683 Acres per interior sprinkler from Table Column
G2 Acres per exterior sprinkler from Table Column
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field.Add all of these.The sum is the total irrigated acreage for the field.
U (a)Acres per interior sprinkler X S #Sprinklers = Q.(PbY Acres
CL�IZ(b)Acres per exterior sprinkler X #Sprinklers = �•�� Acres
Z•0 IY Total wettable acres for field (Sum: 8a+ 8b)
Wettable Acre Computational Worksheet completed by: Date:
Signature of technical specialist
9

The 50 Series full-circle impacts handle the highest
flow rates for Senninger's 3/4" sprinklers. The high
application rate and large diameter of coverage make
these sprinklers adaptable to a variety of applications.
• Single and double nozzle designs available
• • Built in repairability for easy in the field maintenance O
- Standard lower bearing pipe thread: 3/4" NPT male
(female also available)
• Flow rates: 6.5 to 20 gpm (0.4 to 1.27 L/s)
i
4
5023-1-3/4"M
- 23' angle for
maximum throw
- Single nozzle design
minimizes clogging
V 5023-1-3/4" M
METRIC-Diameter(meters)
U.S.-Diameter(feet)
2.0
Sprinkler Base Press.(psi) 30 35 40 45 50 55 60 65 (bars) 29 00 36.25 43.50 50.75 58.00 65.25
#13 Nozzle-White(5.16 mm)
#13 Nozzle-White(13164") 0.40 0.45 0.49 0.53 0.57 0.60
Flow (gpm) 6.50 7.02 7.49 7.95 8.38 8.80 9.19 9.55 (Us)
Dliam.at 6.0'height(feet) 99 5 98 100 108 110 112 102 114 2.0 m(m) 30.0 31.2 32.2 33 30.0 1 33 9 34 6
#14 Nozzle-Blue(5.56 mm)
#14 Nozzle-Blue(7/32")
Flow (gpm) 7.49 8.09 8.63 9.17 9.66 10.1 10.6 11.0 (Us) 28.6 29.8 30.9 31. 0.66 0.70
Diam.at 1.5'height(feet) 94 98 101 103 105 106 107 108 0.5 m(m) 28.6 29.8 30.9 31.7 32.5 33.2
Diam.at 6.0'height(feet) 101 104 107 110 112 114 116 118 2.0 m(m) 30 32.0 33.2 34.2 35.1 36.0
.6
#15 Nozzle-Dark Brown(5.95 mm)
#15 Nozzle-Dark Brown(15/64") 0.53 0.59 0.64 0.70 0.74 0.79
Flow (gpm) 8.51 9.19 9.81 10.4 11.0 11.5 12.0 12.5 Ns)
Diam.at 1.5'height(feet) 96 100 103 106 107 108 109 110 0.5 m(m) 29.2 32.4 31.4 32.4 33.2 33.6
Diam.at 6.0'height(feet) 102 106 109 112 114 116 118 120 2.0 m(m) 31.0 32.4 33.7 34.8 35.7 36.6
#16 Nozzle-Orange(6.35 mm)
#16 Nozzle-Orange(1/4") 0.60 0.67 0.73 0.79 0.84 0.89
Flow (gpm) 9.63 10.4 11.1 11.8 12.4 13.0 13.6 14.2 (Us)
Diam.at 1.5'height(feet) 98 102 105 108 109 110 111 112 0.5 m(m) 29.7 3 3 33. 3 34.
32.9.9 34.
Diam.at 6.0'height(feet) 103 107 111 114 116 118 120 122 2.0 m(m) 31.3 .2 35.3 36..4 37.3
-Dark Green(17164") #17 Nozzle-Dark Green (6.75 mm)0.88 0.94
'-
' #17 (gpm) 10.7 11.6 12.3 13.1 13.8 14.5 15.1 15.7 (US) 0.66 s 0.74 0.81
#17 Nozzle
Flo
Diam.at 1.6 height(feet) 99 104 107 110 ill 112 113 114 0.5 m(m) 30.1 31.4 32.6 33.5 34.4
Diam.at 6.0'height(feet) 104 108 112 115 118 120 122 124 2.0 m(m) 3tfi 33.2 34.6 35.8 36.9
#18 Nozzle-Purple(9132") #18 Nozzle Purple (7.14 mm)
Flow (gpm) 119 12.9 13.7 14.6 15.4 16.1 16.8 17.5 (US) 074,-' 0.82 0.90 0.98 1.04 ,
Diam.at 1.5'height(feet) 100 105 109 112 113 114 115 116 0.5 m(m) 31.8 33.0 34.1 35.0
Diam.at 6.0'height(feet) 105 109 113 116 119 122 124 ! 126 r '2.0 m(m)., 33.6 35.0 36.3 37.4
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George Farrior PA8E 2
' SIZE 1224
rION Toppling '
CLASS ' II
DESIGNED BY Johnhy Lanier
DATE 11-16-1988
APPROVED BY
DATE �� -��
PERMAMENT STORAGE
1224 Hogs x 135 | bs per hog 1 Cu Ft per ! b . 165240 Cu Ft
'
TEMPORARY STORAGE
165240 | bs of anima / x 1 .35 cu. ft . of waste per day 40l53 Cu Ft
per 1000 | bs of animal wt . x 180 days
RAINFALL LESS EVAPORATION
7" X 5 188 sq . ft . surface area per 12"per ft 30443 Cu Ft
RAINFALL - 25 YR. 1 DAY STORM '
7.5" X 52188 sq . ft . of surface area per 12" per ft . 32618 Cu Ft
. TOTAL STORAGE NEEDED 268454 Cu Ft
�943 Cu Yds
'
TOTAL STORAGE AVAILABLE 282771 Cu Ft
� 10473 Cu Yds
AMOUNT OF FILL DIKE 93380 Cu Ft
PAD 79200 Cu Ft
---------
' TOTAL 172580 Cu Ft
' SETTLEMENT 10% 17258 Cu Ft
. -------_-
' TOTAL AMOUNT OF FILL 189838 Cu Ft
- . 7031 Cu Yds
CUT TO FILL RATIO TOTAL EXCAVATION 238080 Cu Ft
8818 Cu Yds
`
� .
.
. '.
. �
`

e
PAGE 3
NAME:
OPERATION AND MAINTENANCE
This lagoon is designed for waste treatment with minimum c-dor-
control . The time required for the planned fluid level to be
reached may vary due to so i I conditions, f I ush i ng operations, and
the amount of fresh water- added to the system.
Land application of waste water- is recognized as an acceptable
meth..-jd of disposal . Irrigation by using center- pivot, gun , or
tr-av I er- i s the prefer-red and most cuff i c i ent method to d i spose of
the effluent from the lagoon. Care should be taken when applying
waste to prevent damage to the crops and to prevent runoff from
the fields.
The following items are to be carried out
1 . Begin pump-out of the lagoon when fluid level reaches invert
of the outlet pipes or at a pre-determined elevation .
2. Stop pump-out before the lagoon depth, is less than 6 feet
deep or at a pre-determined depth . (This prevents the loss of
f -,r-ab I e bacteria)
The recommended amount toapply per- i r-r- i gat i on is one inch,
and maximum recommended application rate is 0.5 inch per hour-.
4. It is recommended that the treatment lagoon be prechar-ged to
1%2 its capacity to prevent excessive odors during. beginning
s'tages of the operation. Fr-echarg i ng reduces the concentration of
the initial waste entering the lagoon thereby reducing odors .
Solids should be covered with water- at all times.
5. Keep vegetation on the embankment and areas around .the lagoon
and buildings mowed.
�,. Repair- any eroded areas and . establish in vegetation.
7. The Clean dater Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Natural Resources and Community Development (DNRC:D) , Wastewater-
Management Section, has the responsibility for enforcing this
law.
S. All surface water is to be diverted from the lagoon to
adequate outlets.

NAOIE: 'George Farr i or PAGE 4
APPROXIMATE NITROGEN AND PHOSPHORUS THAT WILL BE PRODUCED PER
YElm.
" fITROGEN (N) 8950.05LBS TONS OF WASTE STORED
40.71TONS
HOSPHORUS (P) 8443.76LBS
IT IS ESTIMATED THAT APPROXIMATELY 25 X OF THE NITROGEN WILL BE
AVAILABLE FOR USE AS FERTILIZER
-HE FOLLOWING AMOUNT CAN BE APPLIED ON THE LAND
7237.51 LBS.
!F APPLIED AT THE RATE OF 200 LBS PER ACRE ON CROPLAND OR FESCUE
36. 19 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
F APPLIED AT THE RATE OF 400 LBS PER ACRE ON COASTAL BERMUDA
18.09 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
`:EFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
`O DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
N RALEIGH IS MAKING SOME TEST ON A LIMITED BASIS. YOU SHOULD
_ONTACT
AGRONOMIC: SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALEIGH N.C. 27311
PHONE: [phone]
JHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
,OVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION
OME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
7�8.0 AC OF LAND AVAILABLE FOR APPLICATION OF EFFLUENT
19.0 AC: OF CORN
AC OF FESCUE
:�.0 AC i�F COASTAL BERMUDA
DEGIN PUMPING THE EFFLUENT WHEN Elevation 47.0
THE FLUID LEVEL REACHES (0.5 foot above pipe )
------------------------------
DO NOT LOWER THE FLUID ANY Elevation 45.0
LOWER THAN ( 1 foot below pipe)
------------------------------
THE EFFLUENT SHOULD BE APPLIED AT A RATE THAT WILL NOT CAUSE ANY
RUNOFF ONTO SURROUNDING AREAS OR LEACHING INTO THE GROUND WATER
RECOMMENDED APPPLICATION RATE IS 0.5 INCHES PER HOUR AND THE
MAXIMUM RECOMMENDED APPLICATION AMOUNT IS 1 INCH PER IRRGATION
/1lotc; fin.11.r Sake to be s t a't w6vc P`Pp �
k

~« "^
George Farrior PAGE 5
SEEDING SPECIFICATIONS
AREA TO BE SEEDED 3 AC.
APPLY THE FOLLOWING
3000 LBS. 8-8-8 FERTILIZER
6 TONS DOLOMITIC LIMESTONE
300 BALES SMALL GRAIN STRAW
USE THE SEED MIXTURE
INDICATED
( ) 150 LBS. FESCUE GRASS
( ) 105 LBS. OATS
( ) 150 LBS. BAHIA GRASS
( } 12 LBS. WEEPING LOVE GRASS
( ) 36 LBS. HULLED BERMUDA GRASS
� ( ) 60 LBS. UNHULLED BERMUDA GRASS
`
DIVERT ALL WATER TO A STABLE OUTLET
,
'
THE NEAREST RESIDENCE IS 800 FT.
T.B.M. 50.00 ELEVATION . .
DESCRIPTION Nail in 14" pine tree approximately 75 feet North
of stat i on A: 1+00
VERY IMPORTANT - PLEASE READ CAREFULLY
--------------------------------------
THE LAGOON AND THE AREA AROUND THE HOG HOUSES MUST BE SEEDED WITH
EITHER A TEMPORARY OR PERMANENT 8RAGG' DEPENDING ON THE TIME OF THE
YEAR, WITHIN THIRTY (80) DAYS FROM THE TIME THE BUILDINGS ARE COM-
PLETED AND READY FOR USE. (WE RECOMMD THAHAT THE LAGOON AREA, SIDE
SLOPES, DRAINS AND ETC. . AS WELL AS THE SIDE SLOPES OF THE PAD BE
SEEDED WITHINFIFTEEN Y15> DAYS AFTER CONSTRUCTION. THE SOIL WILL
NOT DRY OUT AS MUCH IF SEEDED WITHIN THIS TIME FRAME WHICH WILL
IN A MUCH BETTER STAND OF GRASS. )
. '
' !
`
` !
. /

fuAME: George Farr- i or- � PAGE 6
y
DEPTH [AREA OF TOP + AREA OF BOTTOM + 4 AREA OF MIDSECTION]
VOLUME = --------- ----------------.-----------------------.-----------
6.0 27
DEPTH I L :: W + L X W + 4 ;; L :: W I
VOLUME = --------- -----------------------------------------
6 27
VOLUME = --------- ----------------------------------.-----_-.---------
6.0 27
VOLUME = --------- --------
6.0 27
24 9048.0 C:U. FT
VOLUME = ---------
2 0
VOLUME = . 224.0 CU.YDS„
42444.0 s q.f t.
268453.8 cu. ft . needed
SIDE SLOPES 3: 1
NAME: George Farrior-
DEPTH [AREA OF TOP + AREA OF BOTTOM + 4 X AREA OF MIDSECTION
VOLUME = --------- --------------------------------------------------
6.0 27
DEPTH I L x W + L X W + 4 X L :: W I
VOLUME = --------- ----------------------------------------
6 27
9.0 1 100 ii 75 + 46 X 21 + 4 X 73 x 483
VOLUME = --------- -------------------------------------------------
6.0 27
VOLUME _ --------- --------
6.0 27
33723.0 CU. FT.
VOLUME - ---------
27.0
VQLUME = 1249.0 CU.YDS.
9744..0 sq.ft. x,
O.'O -cu-. ft. needed.. .k.
SIDE SLOPES 31

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'.•Y�'a 't CT A
BE
FOREGINNING EXCAVATION
LANDOWNER IS ADVISED TO CONTAOT
-`` ULOCO TO ASSURE THAT UNDERGROUND
UTILITIES ARE NOT DESTROYED
•�, :+�` a 1-800-6 32-49 49
SWINE LAGOON PROJECT FOR,
G OR GE ARRIORP Jar
DUPL IN COUNTY, N. C.
Iai Westbrook \
! 3o e ? ¢ Chapel t:, Crossroad
u !la [verso• .a Im
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sf¢�S E A L9` = DEL TA ENGINEERING , INC,
2819 =Q` ENGINEERING—PLANNING—SURVEYING •
�;r •.• GINS ..• ���.
••ee..e•• �.�� �• CLAUDE L. WH/r LD. P.E.
PHONE [phone] P.O. BOX 163. GOLDSBORO. N.C. 27530 DATE:

F
�perator:GEORGE FARRIOR, JRCounty: DUPLIN Date: 01/26/92
Distance to nearest residence (other than owner) : ap L/� 0 0 feet
1. STEADY
STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. - 0 lbs
1224 head (finishing only) x 135. lbs. = 165240 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. - 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 165240 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 165240 lbs. SSLW x Treatment Volume(CF) /lb. SSLW
Treatment Volume(CF) /lb. SSLW= 1 CF/lb. SSLW
Volume = 165240 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGN VOLUME
Inside top length 300.0 feet ; Inside .top width 125.0 feet
Top of dike at elevation 96.0 feet
Freeboard 1.0 feet ; Side slopes 2.5 : 1 (Inside lagoon)
` Total design lagoon liquid level at elevation 95.0 feet
Bottom of lagoon elevation 85.0 feet
Seasonal high water table elevation 88.0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 295.0 120.0 10.0
AREA OF TOP
LENGTH ** WIDTH = (AREA OF TOP)
295.0 120.0
AREA OF BOTTOM
LENGTH * WIDTH = 10 sr
245.0 70.0 ,(AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4 �pd 90�f
270.0 95.0 (AREA OF MIDSECTION * 4)
CU. FT. = .[AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = CU. FT.
r

t �
5: TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width = 3�
300.0 125.0 0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square• feet
TOTAL DA 9-0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 165240 Lbs. SSLW * CF of Waste/Lb. /Day * 180 days
• Volume = 40353 cubic feet
..�. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
• Volume = 0.0 gallons/day * 180 days storage/7.48 ggaallons
per
Volume = 0.0 cubic ,feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = cubic feet
Al 676
w
y

1 ' R
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 114314pr5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 40353 cubic feet
5B. 0 cubic feet
5C. a/470 -2-].9W& cubic feet
5D. A3 ati? Q-3-4-30 cubic feet
TOTAL 4&665- cubic feet
gsa�
6. SUMMARY
oZ,Sa�80
Total required volume 49-9 cubic feet
Total design volume avail. cubic feet
Min. req. treatment volume plus sludge accumulation 165240 cubic fe
At elev. 92.2 feet ; Volume is 167414 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 235146 cubic feet
At elev. 94.3 feet ; Volume is 234309 cubic feet (start pumping)
' Seasonal high,water table elevation 88.0 feet
7. DESIGNED BY
PROVED BY:
: W
DATE: DATE:
NOTE: SEE ATTACHED WASTE. UTILIZATION PLAN
y'
M

SPECIFICATIONS -FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------- ----------------------------------------------
clearing:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be removed
within the area of the foundation of the embankment and fill areas
and all excavated areas. All stumps and roots exceeding one (1)
inch in diameter shall be removed to a minimum depth of one (1)
foot. Satisfactory disposition will be made of all debris. The
foundation area shall be loosened thoroughly before placement of
embankment material.
Cut-off Trench:
---------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
-------------
Construction of excavated and earthfill areas shall be performed to
the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall not be placed
in standing water and reasonable compaction of the fills shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of one (1) foot below grade and backfilled and
compacted with. a suitable material (ie-CL,SC,CH) . Refer to the soils
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
-----------
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

w
SEEDING RECOMMENDATIONS
----------------- ------
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED:
120 LBS. FESCUE GRASS @ 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
120 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
0 LBS. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
60 LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
4 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
200 BALES OF SMALL GRAIN STRAW (100. BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS.. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.
M

OPERATION AND MAINTENANCE PLAN
w
------------------------------
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions,flushing operations, and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times.
2 . The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump-out .of the lagoon when fluid level reaches eleva-
tion 94.3 as marked by permanent markers. Stop pump-out when
the fluid level reaches elevation 92.2 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.4
• inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All .surface runoff is to be diverted from the lagoon to stable
outlets.
8. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment Health and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

EMERGENCY ACTION PLAN
PHONE NI IMRFR S
DWQ 910 -395-- 3gOO
EMERGENCY MANAGEMENT SYSTEM
SWCD 910- a g 6, -aIaO
NRCS q10-a96 - Agal
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 plan should be posted in an accessible location for all
employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be possible.
Suggested responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s)that 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 restarting pumps.
D. Leakage from flush systems,houses,solid separators-action include:
1 December 18, 1996

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 flowi;
a. Dig a small sump or ditch away from the embankment to catch all seepage,put
in a submersible pump, and pump back to the 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 the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage 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 surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger(either on or off 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. 919-733-3942. Your 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 been under taken,and the
seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES,phone number - - , local SWCD office phone number - - ,and
local NRCS office for advice/technical assistance phone number - -
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
2 December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name: 'r%`'``'�� SeS �•
b. Contractors Address: l c S A Pink HI N 'N`'
c. Contractors Phone: L,'Z-5b6- L(`Fg'
6. Contact the technical specialist who certified the lagoon(MRCS,Consulting Engineer, etc.
a. Name: �,.• ;r��4- S� �C��,� l�. - �i e,,o t<,e"e-J4
b. Phone: L 52- "R - ;k-6 48
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage,repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
3 December 18, 1996

1
' C •1
OPERATION & MAINI`ENANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant (such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating AM -�`
the waste. ,
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes---look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes

1
.r •
Lagoon surface---look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment---look for:
1. settlement, cracking, or "jug" holes
2. side slope stability---slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack of vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious damage to a lagoon sidewall, baffles in the lagoon may be
used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon has
any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a threat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
unddrtaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps---check for proper operation of:
1. recycling rumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of.vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

Practice water conservation---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
Niaintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
;full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

proper lagoon sizing,
mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
. minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
have more nutrients,
have more odor, and
require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
Mix the sludge and lagoon liquid with a chopper-agitator impeller
pump through large-bore sprinkler irrigation system onto nearby cropland;
and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicator; haul
and spread onto cropland or forageland; and soil incorporate.
Dewater the upper part of lagoon by irrigation onto nearby cropland or
forageland; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside lagoon to receive the sludge so that liquids can drain back
into lagoon; allow sludge to dewater; haul and spread with manure spreader
onto cropland or forageland; and soil incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and.metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and crop
requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag-line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil-test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

(rs, Possible Causes of Lagoon'Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam..Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in dams.)
Lagoon liquid levels---high levels are a safety risk.
Failure to inspect and maintain the dam.
Excess surface water flowing into the lagoon.
Liner integrity---protect from inlet pipe scouring, damage during sludge
removal, or rupture from lowering lagoon liquid level below groundwater
table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liquid Svstems
Flush Gutters 0 Accumulation of Solids Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
9" Remove bridging of accumulated solids at discharge
Lagoons and Pits • Crusted Solids Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6-8 inches
over more than 30%of surface.
Excessive Vegetative • Decaying vegetation O""'Maintain vegetative control along banks of lagoons
Growth and other impoundments to prevent accumulation of
decaying vegetative matter along waters edge on
impoundment's perimeter.
nry Qvctpmc
Feeders • Feed Spillage O Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the accumulation
[7 (
2 decayinga�vastage.
can up spillage on a routine basis(e.g.,7- 10 day
interval during summer; 15-30 day interval during
winter).
Feed Storage • Accumulation of feed residues O Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment(e.g.,covered bin for
brewer's grain and similar high moisture grain
Opr and remove or breakup accumulated
solids in filter strips around feed storage as needed.
AMIC- November 11, 1996,Page 1

Source Cause BMPs to Minimize Insects Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes 0 Eliminate low areas that trap moisture along fences
and feed wastage and other locations where waste accumulates and
disturbance by animals is minimal.
0 Maintain fence rows and filter strips around
animal holding areas to minimize accumulations
of wastes(i.e.inspect for and remove or break up
accumulated solids as needed.
Dry Manure Handling 0 Accumulations of animal wastes 0 Remove spillage on a routine basis(e.g.,7-10 day
Systems interval during summer; 15-30 day interval during
winter)where manure is loaded for land application
0 96W29#adequate drainage around manure
stockpiles.
O Inspect for an remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed.
For more information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University, Raleigh,NC
27695-7613
AMIC- November 11, 1996,Page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine Production a—/Vegetative or wooded buffers;
(9Recommended best management practices;
IR///Good judgement and common sense
Animal body surfaces • Dirty manure-covered animals 2""Dry floors
Floor surfaces • Wet manure-covered floors Mr"Slotted floors;
2"'Waterers located over slotted floors;
O Feeders at high end of solid floors;
01"Scrape manure buildup from floors;
2"'Underfloor ventilation for drying
Manure collection pits • Urine; C3 Frequent manure removal by flush,pit recharge, or
Partial microbial decomposition scrape;
CT-Underfloor ventilation
Ventilation exhaust fans • Volatile gases; ( Fan maintenance;
• Dust 0'*�Efficient air movement
Indoor surfaces • Dust 01"'Washdown between groups of animals;
O Feed additives;
O Feed covers;
O Feed delivery downspout extenders to feeder
co vers
Flush tanks • Agitation of recycled lagoon liquid O Flush tank covers;
while tanks are filling 13 Extend fil l to near bottom of tanks with
anti-siphon vents
Flush alleys • Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon liquid O Extend recharge lines to near bottom of pits with
while pits are filling anti-siphon vents
Lift stations • Agitation during sump tank filling O Sump tank covers
and drawdown
AMOC-November 11, 1996,Page 3

Source Cause BMPs to Minimize Odor Site Specific Practices
Outside drain collection or 0 Agitation during wastewater O Box covers
junction boxes conveyance
End of drainpipes at lagoon • Agitation during wastewater ❑ Extend discharge point of pipes underneath
conveyance lagoon liquid level
Lagoon surfaces • Volatile gas emission; LSD Proper lagoon liquid capacity;
• Biological mixing; Or" Correct lagoon startup procedures;
• Agitation E/Minimum surface area-to-volume ratio;
C� Minimum agitation when pumping:
O Mechanical aeration;
❑ Proven biological additives
Irrigation sprinkler nozzles • High pressure agitation; a--l—irrieate on dry days with little or no wind:
• Wind drift &"-Minimum recommended onerating pressure:
Pump intake near lagoon liouid surface:
❑ Pump from second stage lagoon
Storage tank or basin • Partial microbial decomposition; O Bottom or midlevel loading:
surface • Mixing while filling; O Tank covers:
• Agitation when emptying O Basin surface mats of solids:
❑ Proven biological additives or oxidant
Settling basin surface • Partial microbial decomposition; O Extend drainpipe outlets underneath liquid level;
• Mixing while filling;
❑ Remove settled solids reeularly
• Agitation when emptying
Manure,slurry or sludge • Agitation when spreading; /Soil injection of slurry/sludges;
spreader outlets • Volatile gas emissions M Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered manure,slurry • Volatile gas emissions while R"'� Soil injection of slurry/sludges;
or sludge on field surfaces drying rT"' Soil incorporation within 48 hrs.;
PK Spread in thin uniform lavers for rapid drying:
❑ Proven hioingical additives or oxidants
Dead animals • Carcass decomposition ❑ Proper disposition of carcasses
AMOC-November 11, 1996,Page 4

Source Cause BMPs to Minimize Odor Site Specific Practices
Dead animal disposal pits • Carcass decomposition rl Complete covering of carcasses in burial pits;
rl Proper location/construction of disposal pits
Incinerators • Incomplete combustion rl Secondary stack burners
Standing water around • Improper drainage; R�G rade and landscape such that water drains away
facilities • Microbial decomposition of from facilities
organic matter
Mud tracked onto public • Poorly maintained access roads Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management;.0200 RuleBMP Packet NCSU,County Extension Center
Swine Production Farm Potential Odor Sources and Remedies;EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge-Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Flush-Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage;EBAE 103-88 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assurance Program:NPPC Manual NC Pork Producers Assoc.
Options for Managing Odor;a report from the Swine Odor Task Force NCSU-Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies;PRO107, 1995 Conference Proceedings Florida Cooperative Extension
AMOC-November 11, 1996,Page 5

Notification of Change of Ownership
Animal Waste Management Facility
(Please type or print all information that does not require a signature)
In accordance with the requirements of 15A NCAC 2T .1304(c)and 15A NCAC 2T .1305(d)this form is official notification
to the Division of Water Resources (DWR) of the transfer of ownership of an Animal Waste Management Facility. This
form must be submitted to D WR no later than 60 days following the transfer of ownership.
General Information:
Previous Name of Farm: Facility No:
Previous Owner(s)Name: CG. ( C,C\o Phone No: Q1l —Z�1lP
New Owner(s)Name: 2 S\-`---A '4q.- n Phone No: Q\O—
New Farm Name(if applicable):
Mailing Address: ac_�\A-,c2-,— C1L
Farm Location: Latitude and Longitude: / County:
Please attach a copy of a county road map with location identified,and provide the location address and driving directions
below(Be specific: road names, directions, milepost,etc.):
Operation Description:
Type of Swine No. ofAnimals Type of Swine No. ofAnimals Type of Cattle No. ofAnimals
❑ Wean to Feeder ❑Gilts ❑ Dairy
❑ Wean to Finish ❑ Boars ❑ Beef
C3'feeder to Finish : c4
❑ Farrow to Wean Type of Poultry No. ofAnimals
❑ Farrow to Feeder ❑ Layer
❑ Farrow to Finish ❑Pullets
Other Type of Livestock: Number ofAnimals:
Acreage Available for Application: `�• (� Required Acreage:
Number of Lagoons/Storage Ponds:_Total Capacity: 537t 1 q 3 Cubic Feet(ft3)
Owner/Manager Agreement
I(we)verify that all the above information is correct and will be updated upon changing. I(we)understand the operation and
maintenance procedures established in the Certified Animal Waste Management Plan (CAWMP) for the farm named above
and will implement these procedures. I (we) know that any modification or expansion to the existing design capacity of the
waste treatment and storage system or construction of new facilities will require a permit modification before the new
animals are stocked. I (we) understand that there must be no discharge of animal waste from the storage or application
system to surface waters of the state either directly through a man-made conveyance or from a storm event less severe than
the 25-year, 24-how storm and there must not be run-off from the application of animal waste. I (we) understand that this
facility may be covered by a State Non-Discharge Permit or a NPDES Permit and completion of this form authorizes the
Division of Water Resources to issue the required permit to the new land owner.
Name of Previous Land Owner:
Signature: Date:
Name of New Land Owner:- JL ( n
SignatureX Date: Vq
Name of Manager K different from owner):
Signature: Date:
Please sign and return this form to: Animal Feeding Operations
N.C. Division of Water Resources
Water Quality Regional Operations Section
1636 Mail Service Center
Raleigh,NC 27699-1636
June 12,2015

Murphy-Brown, LLC 8/9/2019 2822 Hwy 24 West
P.O. Box 856
Warsaw, NC 28398
NUTRIENT UTILIZATION PLAN
Grower(s): Wesley Mewborn
Farm Name: LMC Farms
County: Duplin
Permit Capacity:
Farrow to Wean
Farrow to Feeder
Farrow to Finish
Wean to Feeder
Wean to Finish
Feeder to Finish 2448
Gilts
Boars
Storage Structure: Anaerobic Lagoon
Storage Period: >180 days
Application Method: Irrigation
The waste from your animal facility must be land applied at a specified rate to prevent pollution
of surface water and/or groundwater. The plant nutrients in the animal waste should be used
to reduce the amount of commercial fertilizer required for the crops in the fields where the waste
is to be applied.
This waste utilization plan uses nitrogen as the limiting nutrient. Waste should be analyzed
before each application cycle. Annual soil tests are strongly encouraged so that all plant
nutrients can be balanced for realistic yields of the crop to be grown.
Several factors are important in implementing your waste utilization plan in order to maximize
the fertilizer value of the waste and to ensure that it is applied in an environmentally safe manner:
1. Always apply waste based on the needs of the crop to be grown and the nutrient
content of the waste. Do not apply more nitrogen than the crop can utilize.
2. Soil types are important as they have different infiltration rates, leaching potentials,
cation exchange capacities, and available water holding capacities.
3. Normally waste shall be applied to land eroding at less than 5 tons per acre per
year. Waste may be applied to land eroding at 5 or more tons per acre annually, but
less than 10 tons per acre per year providing that adequate filter strips are established.
4. Do not apply waste on saturated soils, when it is raining, or when the surface is frozen.
Either of these conditions may result in runoff to surface waters which is not allowed
under DWR regulations.
5. Wind conditions should also be considered to avoid drift and downwind odor
problems.
6. To maximize the value of the nutrients for crop production and to reduce the potential
for pollution, the waste should be applied to a growing crop or applied not more than
30 days prior to planting a crop or forages breaking dormancy. Injecting the waste or
disking will conserve nutrients and reduce odor problems.
1of11

This plan is based on the waste application method shown above. If you choose to change
methods in the future, you need to revise this plan. Nutrient levels for different application
methods are not the same.
The estimated acres needed to apply the animal waste is based on typical nutrient content
for this type of facility. In some cases you may want to have plant analysis made,which could
allow additional waste to be applied. Provisions shall be made for the area receiving waste to
be flexible so as to accommodate changing waste analysis content and crop type. Lime must
be applied to maintain pH in the optimum range for specific crop production.
This waste utilization plan, if carried out, meets the requirements for compliance with 15A NCAC
2H .0217 adopted by the Environmental Management Commission.
AMOUNT OF WASTE PRODUCED PER YEAR (gallons,ft',tons,etc.):
Capacity Type Waste Produced per Animal Total
Farrow to Wean 3203 gaVyr gal/yr
Farrow to Feeder 3861 gaVyr gal/yr
Farrow to Finish 10478 gaVyr gal/yr
Wean to Feeder 191 gaVyr gal/yr
Wean to Finish 776 gaVyr gal/yr
2448 Feeder to Finish 927 gaVyr 2,269,296 gal/yr
Gilts 1015 gal/yr gal/yr
Boars 2959 gaVyr gal/yr
Total 2,269,296 galtyr
AMOUNT OF PLANT AVAILABLE NITROGEN PRODUCED PER YEAR (Ibs):
Capacity Type Nitrogen Produced per Animal Total
Farrow to Wean 3.84 lbs/yr Ibs/yr
Farrow to Feeder 6.95 Ibs/yr Ibs/yr
Farrow to Finish 18.86 lbs/yr Ibs/yr
Wean to Feeder 0.34 Ibs/yr Ibs/yr
Wean to Finish 1.4 Ibs/yr Ibs/yr
2448 Feeder to Finish 1.67 Ibs/yr 4,088 Ibstyr
Gilts 1.83 lbs/yr Ibstyr
Boars 5.33 lbs/yr Ibstyr
Total 4,088 Hastyr
Applying the above amount of waste is a big job. You should plan time and have appropriate
equipment to apply the waste in a timely manner.
LAND UTILIZATION SUMMARY
The following table describes the nutrient balance and land utilization rate for this facility
Note that the Nitrogen Balance for Crops indicates the ratio of the amount of nitrogen produced
on this facility to the amount of nitrogen that the crops under irrigation may uptake and utilize
in the normal growing season.
Total Irrigated Acreage: 18.1
Total N Required 1st Year: 5900.60
Total N Required 2nd Year: 0.00
Average Annual Nitrogen Requirement of Crops: 5,900.60
Total Nitrogen Produced by Farm: 4,088.16
Nitrogen Balance for Crops: (1,812.44)
The following table describes the specifications of the hydrants and fields that contain the crops
designated for utilization of the nitrogen produced on this facility. This chart describes the size,
soil characteristics, and uptake rate for each crop in the specified crop rotation schedule for this
facility.
2 of 11

Reception Area Specifications
Tract Field Irrigated Soil tat Crop Time to 1st Crop 1st Crop Lbs NIAC Lbs N Total lb s N 2ntl Crop Time to 2nd Crop 2ntl Crop Lbs N/Ac Lbs N Total Ibs N Total Total Ibs N
Acreage Type Code Apply Yield Ibs N/Unft Residual /Ac Utilized Code Apply Yield Ibs N/Unit Residual /Ac Utilized LbsN/Acl Utilized
T4247 GH 8.4 FcA C March-Se 6.0 46 276 2318.4 L Sept-April 1 50 50 420 326 2738.4
GF2&GF3 1.6 FcA C March-Se 6.0 46 276 441.6 L Sept-April 1 50 50 80 326 521.6
GF4 0.7 FOA C March-Se t 6.0 46 276 1912 L Sept-April i 6o 50 35 326 228.2
GF5 5.8 FOA C March-Set 6.0 46 276 1600.8 L Sept-April 1 50 50 290 326 1890.8
GF6 1.6 FOA C March-Se 6.0 46 276 441.6 L Se -A riI 1 50 50 80 326 521.6
2
Totals: 18.1 4996.6 905 "5900
3(a)of 11

Reception Area Specifications
Tract Field Irrigated Soil let Crop Time to 1st Crop 1st Crop Lbs N/Ac Lbs N Total Ibs N 2ntl Crop Time to 2nd Crop 2nd Crop Lbs N/Ac LbS N Total ibs N Total Total ibs N
Acreage Type Code Apply Yield Ibs N/Unit Residual /Ac Utilized Code A I Yield We N/Unit Residual /Ac Utilized Lbs N/Ac Utilized
Totals: 0 0 0 0
3(b)of 11

This plan does not include commercial fertilizer. The farm should produce adequate plant
available nitrogen to satisfy the requirements of the crops listed above.
The applicator is cautioned that P and K may be over applied while meeting the N requirements.
In the future, regulations may require farmers in some parts of North Carolina to have a nutrient
management plan that addresses all nutrients. This plan only addresses nitrogen.
In interplanted fields(i.e. small grain, etc, interseeded in bermuda),forage must be removed
through grazing, hay, and/or silage. Where grazing, plants should be grazed when they
reach a height of six to nine inches. Cattle should be removed when plants are grazed to a
height of four inches. In fields where small grain, etc, is to be removed for hay or silage, care
should be exercised not to let small grain reach maturity,especially late in the season (i.e.
April or May). Shading may result if small grain gets too high and this will definitely interfere
with stand of bermudagrass. This loss of stand will result in reduced yields and less nitrogen
being utilized. Rather than cutting small grain for hay or silage just before heading as is
the normal situation,you are encouraged to cut the small grain earlier. You may want to
consider harvesting hay or silage two to three times during the season, depending on the
time small grain is planted in the fall.
The ideal time to interplant small grain, etc, is late September or early October. Drilling is
recommended over broadcasting. Bermudagrass should be grazed or cut to a height of
about two inches before drilling for best results.
CROP CODE LEGEND
Crop Code Crop Description-Harvested As
A Barley Grain Crop
B Grazed Hybrid Bermudagrass Pasture/Grazed
C Hybrid Bermudagrass Hay Hay
B/C Comb. Hybrid Bermudagrass Graze/Hay Combination
D Corn-Grain Grain Crop
E Corn-Silage Silage
F Cotton Cotton Lint
G Grazed Fescue Pasture/Grazed
H Fescue Hay Hay
I Oats Grain Crop
J Rye Grain Crop
K Grazed Overseed Pasture/Grazed (Seeded in Bermudagrass)
L Overseed Hay Hay(Seeded in Bermudagrass)
M Grain Sorghum Grain Crop
N Wheat Grain Crop
O Soybean Grain Crop
P Pine Trees Pine Trees
S Small Grain Grain Crop/Hay(After Grain Crop)
CC Cover Crop Not Harvested; Burned/Disked In
SWG Swithgrass Biomass Crop
Acres shown in the preceding table are considered to be the usable acres excluding
required buffers,filter strips along ditches,odd areas unable to be irrigated,and perimeter areas
not receiving full application rates due to equipment limitations. Actual total acres in the fields
listed may, and most likely will be, more than the acres shown in the tables.
See attached map showing the fields to be used for the utilization of animal waste.
4of11

SLUDGE APPLICATION:
The following table describes the annual nitrogen accumulation rate per animal
in the lagoon sludge
Farm Specifications PAN/ r/animal Farm Total/ r
Farrow to Wean 0.8
Farrow to Feeder 0.96
Farrow to Finish 3.9
Wean to Feeder 0.07
Wean to Finish 0.27
2448 Feeder to Finish 0.34 832.32
Gilts 0.39
Boars 0.55
The waste utilization plan must contain provisions for periodic land application of sludge at
agronomic rates. The sludge will be nutrient rich and will require precautionary measures to
prevent over application of nutrients or other elements. Your production facility will produce
approximately 832.32 pounds of plant available nitrogen per year and will accumulate in the lagoon
sludge based on the rates of accumulation listed above.
If you remove the sludge every 5 years,you will have approximately 4161.6 pounds of plant
available nitrogen to utilize. Assuming you apply this PAN to hybrid bermuda grass hayland at the
rate of 300 pounds of nitrogen per acre, you will need 13 acreas of land. If you apply the sludge
to corn at a rate of 125 pounds per acre,you will need 33.2928 acres of land. Please note that these
are only estimates of the PAN produced and the land required to utilize that PAN. Actual values
may only be determined by sampling the sludge for plant available nitrogen content prior to application
Actual utilization rates will vary with soil type,crop, and realistic yield expectations for the specific
application fields designated for sludge application at time of removal.
APPLICATION OF WASTE BY IRRIGATION:
The irrigation application rate should not exceed the intake rate of the soil at the time of irrigation
such that runoff or ponding occurs. This rate is limited by initial soil moisture content, soil
structure, soil texture,water droplet size, and organic solids. The application amount should not
exceed the available water holding capacity of the soil at the time of irrigation nor should the
plant available nitrogen applied exceed the nitrogen needs of the crop.
If surface irrigation is the method of land application for this plan, it is the responsibility of the
producer and irrigation designer to ensure that an irrigation system is installed to properly
irrigate the acres shown in the preceding table. Failure to apply the recommended rates and
amounts of nitrogen shown in the tables may make this plan invalid.
'This is the maximum application amount allowed for the soil assuming the amount
of nitrogen allowed for the crop is not over applied. In many situations,the application
amount shown cannot be applied because of the nitrogen limitation. The maximum
application amount shown can be applied under optimum soil conditions.
Your facility is designed for>180 days of temporary storage and the temporary storage must
be removed on the average of once every 6 months. In no instance should the volume of the
waste stored in your structure be within the 25 year 24 hour storm storage or one foot of
freeboard except in the event of the 25 year 24 hour storm.
It is the responsibility of the producer and waste applicator to ensure that the spreader equipment
is operated properly to apply the correct rates to the acres shown in the tables. Failure to apply
the recommended rates and amounts of nitrogen shown in the tables may make this plan invalid.
Call your technical specialist after you receive the waste analysis report for assistance in
determining the amount of waste per acre and the proper application prior to applying the waste.
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Application Rate Guide
The following is provided as a guide for establishing application rates and amounts.
Soil Application Rate Application Amount
Tract Hydrant Type Crop in/hr * inches
T4247 GF1 FoA C 0.5 1
GF2&GF3 FoA C 0.5 1
GF4 FoA C 0.5 1
GF5 FoA C 0.5 1
GF6 FoA C 0.5 1
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Additional Comments:
This NUP has been revised to show bermuda hay. No other changes to
the crop or fields have been made.
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NUTRIENT UTILIZATION PLAN CERTIFICATION
Name of Farm: LMC Farms
Owner: Wesley Mewborn
Manager:
Owner/Manager Agreement:
I/we understand and will follow and implement the specifications and the operation and
maintenance procedures established in the approved animal waste nutrient management
plan for the farm named above. I/we know that any expansion to the existing design capacity
of the waste treatment and/or storage system, or construction of new facilities, will require a
new nutrient management plan and a new certification to be submitted to DWR before the new
animals are stocked.
I/we understand that I must own or have access to equipment, primarily irrigation equipment,
to land apply the animal waste described in this nutrient management plan. This equipment
must be available at the appropriate pumping time such that no discharge occurs from the lagoon
in the event of a 25 year 24 hour storm. I also certify that the waste will be applied on the land
according to this plan at the appropriate times and at rates which produce no runoff.
This plan will be filed on site at the farm office and at the office of the local Soil and Water
Conservation District and will be available for review by NCDWR upon request.
Name of Facility Owner: Wesley Mewborn
Signature: 041
Date
Name of Manager(if different from owner):
Signature:
Date
Name of Technical Specialist: Toni W. King
Affiliation: Murphy-Brown, LLC.
Address: 2822 Hwy 24 West, PO Drawer 856
Warsaw, NC 28398
Telephone: [phone]
PJ
1/
Signature:
Date
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NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 which reaches surface water is prohibited.
Z There must be documentation in the design folder that the producer either owns or has an
agreement for use of adequate land on which to properly apply the waste. If the producer
does not own adequate land to properly dispose of the waste, he/she shall provide
evidence of an agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the responsibility of the
owner of the waste production facility to secure an update of the Nutrient Utilization Plan
when there is a change in the operation, increase in the number of animals, method of
application, recieving 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 disking after waste application. Waste
should not be applied when there is danger of drift from the land application Feld.
6 When animal waste is to be applied on acres subject to flooding, waste will be soil
incorporated on conventionally tilled cropland. When waste is applied to conservation tilled
crops or grassland, the waste may be broadcast provided the application does not occur
during a season prone to flooding (See "Weather and Climate in North Carolina" for
guidance).
7 Liquid waste shall be applied at rates not to exceed the soil infiltration rate such that runoff
does not occur offsite or to surface waters and in a method which does not cause drift
from the site during application. No ponding should occur in order to control odor and
flies.
8 Animal waste shall not be applied to saturated soils, during rainfall events, or when the
surface is frozen.
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NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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 than 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.
15 Animal waste shall not be discharged into surface waters, drainageways, or wetlands by 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.
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NUTRIENT UTILIZATION PLAN
REQUIRED SPECIFICATIONS
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.
22 Waste shall be tested within 60 days of utilization and soil shall be tested at least annually at crop
sites where waste products are applied. Nitrogen shall be the rate-determining nutrient, unless
other restrictions require waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the soil 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 a
minimum of five years.
23 Dead animals will be disposed of in a manner that meets North Carolina regulations.
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