310090_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please ver#y all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0090 Certificate Of Coverage Number: AWS310090
2. Facility Name: B&C Farm
3. Landowner's Name(same as on the Waste Management Plan): Barney Mangum Rhodes
t{eq
4. Landowner's Mailing Address: Stanley Bostic Rd
City: Rose Hill State: NC Zip: 28458
Telephone Number: 910-328-3295 Ext. E-mail: bameymrhodesQvahoo.com
5. Facility's Physical Address: 555 John Stanley Bostic Rd
City: Rose Hill State: NC Zip: 28458
6. County where Facility is located: Duplin
7. Farm Manager's Name(if different from Landowner):
g, Farm Manager's telephone number(include area code):
9. Integrator's Name(if there is not an Integrator,write"None"): Murphy-Brown LLC
10. Operator Name(OIC): Barney Mangum Rhodes Phone No.: 910-328-5199 OIC#: 989935
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 4,896
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)
1 132,422.00 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
you facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to 125,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: R 4AW A PDO Title: Dawiz.,i-re
Signature: Date: 3'
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:[e-mail]
FORM: RENEWAL-STATE GENERAL 02/2019

Version—November 26,2018
Mortality Management Methods
Indicate which methods) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
D 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.
a In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian,would make possible
El 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.
A (Ac :�-011-1
ig ature of Farm Owner/Manager Date
Signature of Technical Specialist Date

3t, go
Nutrient Management Plan For Animal Waste Utilization
10-03-2001
This plan has been prepared for: This plan has been developed by:
Barney Rhodes Fwwi (8$C Ftvrm) Ronnie G. Kennedy Jr.
Barney Rhodes Agriment Services, Inc.
ke PO Box1096
66eW,,'I Alc M 4f51S Beulaville, NC 28518
910-328-3265 252-568-2648
Develo�ure
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.
t
Si re(onvner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices adopted
by the Soil and Water Conservation Commission.
Plan Approved By:
Technical Speciarist Signature Date
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603486 Database Version 1.06 Date Printed: ]0-03-2001 Cover Page 1

OWN
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 4 538 592 gals/year
b a 4,896 animal Swine Finishing Lagoon Liquid operation. This
production facility has waste stora a capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 10460
Incorporated 17963
Injected 19782
Irrigated 11369
Actual PAN Applied
Year 1 12012
Notes:
In source ID,S means standard source,U means user defined source.
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603486 Database Version 1.06 Date Printed: 10-03-2001 Source Page I

Narrative
f
ADDENDUM TO WASTE UTILIZATION PLAN:
FACILITY NUMBER 31-90
FARM NAME: BARNEY RHODES FARM
OWNER NAME: BARNEY RHODES
DESIGN CAPACITY: 4896 FEEDER TO FINISH
THIS PLAN IS A REVISION OF THE WASTE PLAN COMPLETED BY JOHNNY L. LANIER ON
7/9/97 ON FILE WITH THE DUPLIN DISTRICT OFFICE. THIS PLAN DEPICTS THE
WETTABLE ACRES ON THE FARM AND DISPLAYS THE SAME IN THE CALCULATION
TABLES
AGRONOMIC RATES OF THIS PLAN FOLLOW THE 7/9/97 PLAN COMPLETED BY DUPLIN
SWCD. FIELD(S)AHW, BHW,CHW, AND DHW ARE TO BE IRRIGATED WITH
HONEYWAGON TO BE LEASED(SPECS INCLUDED). NOTE: APPLICATION AGENDA FOR
SG OVERSEED SHOULD FOLLOW NCSU MEMO ENCLOSED WHEN 100-POUND OVERSEED
OPTION IS USED.
FIELD A PULL 3 IS TO BE CLEARED AND SPRIGGED THE NEXT GROWING SEASON FOR
COASTAL BERMUDA GRASS. THIS PLAN SHOULD BE FULLY IMPLEMENTED AT THAT
TIME.
NOTE: FIELD(S)A AND D WILL BE APPLIED USING TEMPORARY PORTABLE IRRIGATION
PIPE FROM THE CLOSEST PERMANENT HYDRANT. IT IS THE RESPONSIBILITY OF THE
PRODUCER TO MAKE SURE HE EITHER OWNS OR HAS ACCESS TO ENOUGH LENGTH OF
PIPE TO WET THE AREAS SPECIFIED IN ORDER TO PROPERLY IMPLEMENT THIS WASTE
UTILIZATION PLAN.
ALL FIELDS MUST MEET MONITORING AND REPORTING REQUIREMENTS WHEN USED.
MR. RHODES PLANS TO APPLY HIS WASTE IN ACCORDANCE WITH THE FARM'S SPECIFIC
WASTE ANALYSIS NOT TO EXCEED THE HYDRAULIC LOADING OR AGRONOMIC
LIMITATIONS OF THE SITE.
10
Preview Database Version 1.0 Date Printed: 10-09-2001 Narrative Page 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. Animal operations that generate liquid waste and utilize waste storage facilities (lagoons or holding ponds)may apply more or
less waste in any given year than is annually generated by the facility. In order to determine whether the plan adequately utilizes the waste produced by the facility,
the storage capacity table included in this plan should be reviewed to ensure that the design capacity of the storage facility is not exceeded during the planning period.
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 grown. 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.
Waste Utilization Table Year 1
Nitrogen Comm Res. Manure Liquid Solid Liquid Solid
PA Fert. (lbs/A) PA Manure Manure Manure Manure
Nutrient Nutrient Nutrient Applied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
Source Total Use. RYE Applic. Applic. 1000
Tract Field I.D. Soil Series Acre Acres Crop RYE Unit Period N N N Method lbs/A 1/A tons 1000 PAIS tons
3421 AlS7 Autryville 7.3 5.1 I/Annual Rye 2.0 Tons '9/1-3/31 100 0 0 Irrig, 100 20.0 0.0 101.4 0.0
/S, Hay-4/7 Harvest
3421 A S7 ille 7.3 5.1 3ermuda&mss Hay 5.5 Tons •3/15-8/31 ' 275 0 0 Irri& 275 109.8 0.0 557.7 0.0
3421 AHW S7 Autryville 1.2 1.2 ereal/Annual Rye 2.0 Tons •9/1-3/31 100 0 0 Irrip, 100 39.9 0.0 47.9 0.0
1S, Hay-4/7 Harvest
3421 AHW S7 Autryville 1.2 1.2 P3errnudagrass Hay 5.5 1 Tons •3/15-8/31 • 275 0 0 Irrig. 2751 109.8 0.0 131.7 0.0
3421 B 87 Autryville 10.7 7.7 mall Grain Oversew 1.0 Tons 10/1-3/31 50 0 0 Irri SO 10.0 0.0 76.9 d
3421 B S7 A ille 10.7 7.7 uda ss Pasture 5.5 Tons 3/1-9/30 " 206 0 0 Irri 206 82.2 0.0 634.0 3421 BHW S7 A 'Ile 2.0 2.0 mall Grain Overseed 1.0 Tons 10/1-3131 50 03421 BHW S7 Autryville 2.0 2.0 uda Pasture 5.5 Tons -930 '
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603486 Database Version 1.06 Date Printed: 10-03-2001 WUT Page 1
C

Waste Utilization Table Year 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fet. (lbs/A) PA Manure Manure Manure Manure
Nutrient Nutrient Nutrient Applied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
bs!
Source Total Use. RYE Applic. Applic. 1000
Trail Field I.D. Soil Series Acre Acres Crop RYE Unit Period N N N Method Ibs/A 1/A tons 1000 gats tons
3421 C S7 Autryville 16.9 14.1P./S,
Grain Overseed 1.0 Tons I0/1-3/31 50 0 0 Irri 50 20.0 0.0 280.8 0.0
3421 C S7 Autryville 16.9 14.1udagrass Pasture 5.5 Tons 3/1-9/30 * 206 0 0 brig. 206 82.2 0.0 1,157.1 0.0
3421 CHW S7 ille 0.4 0.4 Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig, 50 20.0 0.0 8.6 0.0
3421 CHW S7 ille 0.4 0.4uda Pasture 5.5 Tons 3/1-9/30 * 206 0 0 Irri 206 82.2 0.0 35.4 0.0
3421 D S7 A ille 11.8 8.5l/Annual Rye 2.0 Tons *9/1-3/31 100 0 0 Irri 100 39.9 0.0 338.9 0.0
Hay4/7 Harvest
3421 LDS Aut-ille 11.8 8.5 dagrass Hay 5.5 Tons *3/15-8/31 * 275 0 0 hTi 275 109.8 0.0 932.0 0.0
3421 DH ille 0.7 0.7 ereal/Annual Rye 2.0 Tons *9/1-3/31 100 0 0Irri 100 39.9 0.0 27.9 0.0
/S, Ha -4/7 Harvest
3421 DH Airtrv6lle. 0.7 0.7mnudagrass Hay 1 5.5 1 Tons *3/15.8/31 1* 2751 0 0 1 Irri 2751 109.8 0.0 76.8 0.0
Total Applied,1000 gallons 4,617
Lagoon Liquids Total Produced,1000 p1lons 4,539
Balanm 1000 lions -78
Total Applied,tons 0
Manure Solids Total Produced,tars 0
Balance,tons o
Notes: 1.In the tract column,symbol-means leased,otherwise,owned. 2.Symbol*means user entered data.
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603486 Database Version 1.06 Date Printed: 10-03-2001 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 A lication Factors
Application Rate Application Amount
Tract Field Soil Series inches/hour inches
3421 A Autryville 0.60 0.72
3421 AHW Autr
yville 0.60 0.72
3421 B Autryville 0.60 0.72
3421 BHW Autryville 0.60 0.72
3421 C A lle 0.60 0.72
3421 CHW Autt 'He 0.60 0.72
3421 D Autryville 0.60 0.72
3421 DHW Autryville 0.60 0.72
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603486 Database Version 1.06 Date Printed: 10-03-2001 IAF Page 1

ew 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 PAN Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge-Standard
Cam 120 bu 150 13.16 61.38 122.76 194.13
Hay 6 ton R.Y.E. 300 26.32 30.69 61.38 92.07
Soybean 40 bu 160 14.04 57.54 115.08 172.63
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603486 - Database Version 1.06 Date Printed: 10-03-2001 Sludge Page 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage capacity,
this indicates that the plan calls for the application of nutrients that have not yet accumulated. If available
storage capacity is negative,the estimated volume of accumulated waste exceeds the design storage volume
of the structure. Either of these situations indicates that the planned application interval in the waste
utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Storage Capacity
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 9/15 180
Plan Year Month Available Storage Capacity(Days)
1 1 86
1 2 80
1 3 86
1 4 86
1 5 98
1 6 142
1 7 178
1 8 180
1 9 174
1 10 158
1 11 135
1 12 1 104
*Available Storage Capacity is calculated as of the end of each month.
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603486 Database Version 1.06 Date Printed: 10-03-2001 Capacity Page 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer either
owns or has an agreement for use of adequate land on which to properly
apply the waste. If the producer does not own adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the use
of the land for waste application. It is the responsibility of the owner of the
waste production facility to secure an update of the Nutrient Management
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per
year. Waste may be applied to land eroding at more than 5 tons per acre
per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste will
be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for guidance).
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
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603486 Database Version 1.06 Date Printed: 10-03-2001 Specification Page 1

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 an residential property bounds and canal. Animal waste,
Y P P tY i`Y
other than swine waste from facilities sited on or after October 1, 1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and public
right-of-ways.
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.
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603486 Database Version 1.06 Date Printed: 10-03-2001 Specification Page 2

16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
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
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603486 Database Version 1.06 Date Printed: 10-03-2001 Specification Page 3

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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603486 Database Version 1.06 Date Printed: 10-03-2001 Specification Page 4

ro"", Crop Notes
The following crop note applies to field(s): A, AHW, D, DHW
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation:Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep (1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2'to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5'to 2' rows spaced 1'to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications,usually in April and following the first and second hay cuts. Reduce N rates
by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
The following crop note applies to field(s): B, BHW, C, CHW
Small Grain: CP, Mineral Soil,medium leachable
In the Coastal Plain,oats and barley should be planted from October 15-October 30;and rye from October
15 November 20. For barley,plant 22 seed/drill row foot and increase the seeding rate by 5%for each
week seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU"Small Grain Production Guide". Also, increase the initial seeding rate
by at least 10%when planting no-till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushels/acre. Plant all these small grains at 1-1 1/2"deep. Adequate depth control is essential. Review the
NCSU Official Variety"green book"and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The
remaining N should be applied during the months of February-March.
The following crop note applies to field(s): B, BHW, C, CHW
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation:Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep (1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2'to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5'to 2' rows spaced I'to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime,phosphorus,potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in the
-------------------------------------------------------------------------------------------------------------------------
603486 Database Version 1.0- Date Printed: 10-03-2001 Crop Note Page 1

establishment year in split applications in April and July. For established stands apply 180 to 240 lb/ac N
annually in split applications,usually in April and following the first and second hay cuts. Reduce N rates
by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
The following crop note applies to field(s): A, AHW,D, DHW
Cereal/Annual Rye Overseeded—Hay
CEREAL RYE
The cereal rye should be planted by October 15 to provide the best opportunity to get winter growth. The
most consistent stands are obtained from drilling rye into short(less than 3 inches tall)bermudagrass sod.
If drilling is not possible,the seeds may be broadcast on short bermuda sod followed by a light cultivation
with a disc or tillage implement. The seeding rate for broadcast planting of seeds should be 1.5 times the
rate for drilled seeds. The last application of animal waste is to be applied to the bermuda prior to August
31. An application of 501bs/acre of Plant Available N(PAN)may be applied between September 15 and
October 30. An additional 50 lbs.acre of PAN may be applied in February-March. If rye growth is
harvested on time and does not significantly shade the bermuda, PAN rates for the subsequent bermuda
crop are based on realistic yields of bermuda. A harvest is required prior to heading or April 7,which ever
comes first. This is necessary to minimize the potential for shading bermuda and reducing its yields.
ANNUAL RYEGRASS
Annual ryegrass should be planted by October 15 to provide the best opportunity to get winter growth.
The most consistent stands are obtained from drilling ryegrass into short(less than 3 inches tall)
bermudagrass sod. If drilling is not possible,the seeds may be broadcast on short bermuda sod followed
by a light cultivation with a disc or tillage implement. The seeding rate for broadcast planting of seeds
should be 1.5 times the rate for drilled seeds. The last application of animal waste is to be applied to the
bermuda prior to August 31. An application of 50 lbs/acre of PAN may be applied between September 15
and October 30. An additional 50 lbs.acre of PAN may be applied in February-March. If additional PAN
is applied to the ryegrass in April-May,the PAN rate for the bermuda must be reduced by a corresponding
amount. This is necessary because ryegrass growth during April-May will reduce bermuda yields and
shorten the time bermuda can fully utilize the N. A harvest is required by heading or April 7,which ever
comes first to prevent shading of emerging bermuda during April-May period. To favor the production of
the bermuda,additional harvests of ryegrass will be required when the ryegrass canopy reaches 12 to 15
inches height.
-------------------------------------------------------------------------------------------------------------------------
603486 Database Version 1.0, Date Printed: 10-03-2001 Crop Note Page 2

r PRODUCER/CONTRACTOR VERIFICATION OF WASTE
J APPLICATION EQUIPMENT
a, CERTIFY THAT MY CONTANY CAN
PROVIDE WASTE APP ICATION 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
iS?u/7 C. G600 Ci
AVAILABLE FROM 1
17�L �-dif �/dG/IFS
FACILITY NUMBER 3/ - 90
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.
0
I DATE

J"-23-99 04 :21 PM
P. 03
910 6q2 7950 P,03
ACC, InG
Rental Prices
I'aaksr(0,000 galloae Approx.) 64.00/day 32:.00/w"k
'r:uck (withoutuperator) 50,00/d4y 300,00/peek
(plu% $15/aisle) (plus 5.25/mile)
Truck (with operator) 604C/hour 4S0.00/day
"Tcrrgator(wiihout opera AC
tor) 75.00/hour 4,R00 /moath
7'cnaguor (with operator) 100.00/hour
BLiiier 6000G pull type 2%.00/clay 3,800.00/month
Tractor to pull Balzer 38.00/hour
`fxc-dvator (without opemmr) 65,00/hoot 5CC 00/day or
Excavator (with nperatur) 4D.00/hour 5,500/mont6
'Dozer' 55OG (without operator) W.00/hour
Duxer(with operator) 85,00/hour
NTI I Lagoon Agitator 30,00/day
NTH Lagoon Pump 45.0C/day
Rdntals without operator• Customer pruvides fitrl, oil, Yiaase, daily and weekly
servicc. ACC will provide maintenance upkeep.
Rental,without operator ate 75'16 appli.•able to buyout if coptiauously routed RemaL,
for periods of less than a weck will be at cithtr the Daily or}Jowly cttaro+es depending
on which is lower.
These prices are based on customer pick-tip at our yard its Plainview(near Dunn,NC).
We can deliver for a nominal fee depending on the piece.
Tires•If tires are worn out ACC will replan+w part of our maintenance. Damaged
tires will be at the customer's expense.
ACC keeps our equipment in good shape.
rase Tml�'rrn•ttonD
DUNY,Nr, _ma
PHONE (9W)672a127 rAX (91 a1 e91J96a
T6Tre_ P.❑3

.....................................
JUN-23-99 04 :20 PM P. 02
910 892 7950 P.02
ACC, Inc.
Wednesday, May 26, 19W
Murphy Farnu
Kraig Testerbeek
Land and Nutrient Managr.r
Technical Specialist
PU Boa 759
Rost Hill, NC 28458
Dew Kraig.
It was good talking with you this morning, It is good to see you doing well. We are
interested in renting our equipment and developing a fleet that is helpful to you the
customer. I have arriaed at the pricing structure enclosed based on my limited
experience. if you have rinestions or suggestions, 1 would like to disclsss them at your
convenience.
We have always had L good reputatinn for dependability and fairness as well as
responsiveness. if you need help anytime day, night, or weekend we will be there for
you at Murphy to safeguard your interest and preserve your property in any way we,
can.
i look forward tU seeing you soon and working together to solve problems,
Thank you,
Ronald Uraughon,
Vice President
565611moTHv ROAD
DUNN.NC 28)5*
PXPNk:(710)19231D PAX.(91c)9927950

1
WASTE UTILIZATION PLAN Page 2
AMOUNT OF WASTE PRODUCED PER YEAR(GALLONS, FT3,TONS, ETC.)
4896 hogs x 1.9 tons waste/hogs/year= 9302.4 tons
J
AMOUNT OF PLANT AVAILABLE NITROGEN(PAN) PRODUCED PER YEAR
4896 hogs x 2.3 PAN/hogs/year= 11260.8 lbs. PAN/year
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.
The following acreage will be needed for waste application based on
the crop to be grown,soil type and surface application.
TABLE 1: ACRES OWNED BY PRODUCER
TRACT FIELD SOIL TYPE&CLASS- CROP YIELD LBS COMM ** *LBS
DETERMINING PHASE CODE AW N PER ACRES AW
PER AC AC USED
APPLIC.
TIME
3421 A AUB BH 5.5 275 5.68 1562
3421 7A AUB SG 1 100 5.68 568
3421 B AUB BH 5 250 9.41 2352.5
3421 �B AUB SG 1 75 9.41 705.75
921 C AUB BP 5 250 11.76 2940
3421 :-C AUB SG 1 75 11.76 882
3421 D AUB BH 5.5 275 4.34 1193.5
3421 7D AUB SG 1 100 4.34 434
0
0
0
Total 10637.75
M Indicates that this field is being over seeded(i.e.interplanted)
or winter annuals follow summer annuals.
NOTE: The applicator is cautioned that P and K may be over applied
while meeting the N requirements. Beginning in 1996 the Coastal Zone
Management Act will require farmers in some eastern counties of NC to
have a nutrient management plan that addresses all nutrients. This
plan only addresses Nitrogen.

ADDENDUM TO WASTE UTILIZATION PLAN:
EXPLANATION OF THE 100 POUND OPTION
When using the 100 lb option for overseed the
limitations could be critical during a wet season .
By rule all pan allowance on coastal is to cease
Aug 31 and 50 lbs can be applied to the small grain
Sept 1 - Oct. Nov, Dec, and Jan are supposed to be
null no pumping activity (unless you have 50 inches
of storage you could be in severe trouble) .
Pumping can resume on Small grain in Feb-March at
an additional 50 lbs rate.

NoM Caro+ru Slate Uw"ty'a►W)d- Department of Crop sclence
7*h Vwandy and►0"duwq reuupn
of TN Umw►fy of NoM Caren
Cdl9pa of Aprleultura and Lila Scio
Campw Box 7620
Rdalpft, NC 27695.7620
919.515.2647
919.515.7969(fu)
Memorandum
TO: North Carolina Certified Te nical Specia ists
FROM: Dr. Jim Green, Chairman -2
NC State University Forage roductton Workgroup
DATE: June 29, 1998 i/
SUBJECT: Crop Management Practices for Select Forages
Used in Waste Management
The following is a four-page summary of suggestions for management practices for some
forage crops that can be used in waste management plans. These suggestions are a result of
discussions within the NC State University Forage Production Workgroup, a group comprised
of NC State faculty and NRCS agency personnel witb expertise with the crops.
There are limited documented research responses of some of these practices on the many soils
and environments where these crops are currently being grown. The Forage Production
Workgroup has taken the available data and used the combined experiences and realistic
estimates of key people to come up with suggestions that will allow farmers to incorporate
these crops and practices into waste management plans. As data become available to
substantiate or refute these suggestions, the Forage Production Workgroup will make
appropriate changes.
Bermuda Overseeded With Cereal Rye and Annual Ryegrass
Currently two types of "ryegrass" are being used for winter overseeding in fields used for
animal waste management. Ceram is a winter annual smallgrain that looks similar to
wheat, barley and oats. r-nual ryr gnsc is a winter annual grass that looks much like tall
fescue. Both of these grasses, when growing during the winter on bermuda sod, can have
significant impact on subsequent bermuda yields. In effect, the total yields from an acre
growing the combination of bermuda with these winter annuals will usually yield between 1-2
tons more per acre than bermuda growing alone for the year. Therefore, the total amount of
PAN /acre for the year is about lop lbs more than for bermuda alone. Although cereal rye and
annual ryegrass are suitable crops for overseeding, the management of the crops are different
and thus practices implemented are dependent on the crop selected.

North Carol"Said Urwasty a a Warta Department of Crop Scienc ^
Oran u May ov s OMOLera rwautm
of The Ur v ty of North Caro"
Collage of Agriculture and Life Sciences
Campus Box 7620
Raleigh, NC 27895-7620
919.5152647
7 919.515.7959(fax)
Cereal Rye
The cereal rye should be planted by October 15 to provide the best opportunity to get winter
growth. The most consistent stands are obtained from drilling rye into short (less than 3
inches tall) bermudagrass sod. If drilling is not possible, the seeds may be broadcast on short
bermuda sod followed by a light cultivation with a disc or tillage implement. The seeding rate
for broadcast planting of seeds should be 1.5 times the rate for drilled seeds. The last
application of animal waste is to be applied to the bermuda prior to August 31. An
application of 50 lbs/acre of Plant Available N (PAN) may be applied between September 15
and October 30; An additional 50 lbs/acre of PAN may be applied in February-March. If rye
growth is harvested on time and does not significantly shade the bermuda, PAN rates for the
subsequent bermuda crop are based on realistic yields of bermuda. A harvest is required prior
to heading or April 7, which ever comes first. This is necessary to minimize the potential for
shading bermuda and reducing its yields. The PAN rate for grazed systems with bermuda
overseeded with cereal rye must be reduced in accordance with MRCS Technical
Standard #590.
Annual Regrass
Annual ryegrass should be planted by October 15 to provide the best opportunity to get winter
growth. The most consistent stands are obtained from drilling ryegrass into short (less than 3
inches tall) bermudagrass sod. If drilling is not possible, the seeds may be broadcast on short
bermuda sod followed by a light cultivation with a disc or tillage implement. The seeding rate
for broadcast planting of seeds should be 1.5 times the rate for drilled seeds. The last
application of animal waste is to be applied to the bermuda prior to August 31. An
application of 50 lbs/acre of (PAN) may be applied between September 15 and October 30.
An additional 50 lbs/acre of PAN may be applied in February-March. If additional PAN is
applied to the ryegrass in April-May, the PAN rate for the bermuda must be reduced by a
corresponding amount. This is necessary because ryegrass growth during April-May will
reduce bermuda yields and shorten the time bermuda can fully utilize the N. A harvest is
required by beading or April 7, which ever comes first to prevent shading of emerging
bermuda during April-May period. To favor the production of the bermuda, additional
harvests of ryegrass will be required when the ryegrass canopy reaches 12 to 15 inches height.
The PAN rate for grazed systems with bermuda overseeded with annual ryegrass must be
reduced in accordance with NRCS Technical Standard #590.

BARNEY RHODES FARM
• flfm D
(/1
(2)
(3)
rh
nY olub y
maa 'y
m2) ".ftti FIELD (114).r
(2)
P/fID A
(M) (115)
a�
•
0
O Rxry CfW'HIC 9CP1E
� Onen
w
7
1a�
W
Qa

&ffA4SV /5K6 a"
Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
�► Hard Hose Traveling Gun System
FIELD 7D,,ATA WORKSHEET*
1. Make and model number 1�/nN HEEL &SO
2. Hose length 965 [feet] and hoseinside diameter (ID) -3.0 [inch]
3. Gun make and model number N/ OW /5�O Ay -5& /
4. Gun nozzle size!A11/10[inch], ring orifice, taper bore orifice
S. Gun arc angle IU-;7 [degrees]
6. Travel lane spacing IIDr [feet]. Indicate whether "� uniform or random.
Number of exterior hydrants Number of interior hydrants a
7. Gun wetted diameter 0'f,W[feet]. _measured or based on gun chart.
8. Gun pressure &0 [psi] � observed at working gauge,
determined from gun charts, calculated (show calculations)
**9. Operating pressure at hose reel [psi]. _ observed at working gauge or
provided by owner.
**10. Supply line size [inch] (from pump to last hydrant)
**11. Supply line length feet (maximum pumping distance)
**12. Supply line type PVC or aluminum
**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 determine wetted diameter and operating
pressure at the reel and gun.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each travel lane and show the distance traveled. Show the location of the supply line.
Irrigated acres are determined by the travel lane.
** Optional data, furnish where possible.
Information furnished by
v' and/or
Signamr o own o fac�ili�ty r�resentative Signature of technical specialist
.Irpir/ /c/1a�3
Printed name of owner or facility representative Printed name of technical specialist
Dated/ Date
***Only the person or people collecting the data should sign the Field Data Worksheet.
14

Barney Rhodm Farm
Hard Hose Traveling Gun System
Wettable Acre Computations
PERFORMANCE:'1 ArNCE: °ATE:.
Typical Time For
Hose Lane No. of Acres Flow Rate One Pull Applying Nelson Gun
Model Length Hose I.D. Spacing Covered (G.P.M.) 1" of Water(hours) 8
Number (feet) (inches) (feet) in One Pull Turbine. Gas Turbine. Gas Pressure
3500 970 5.0 360 1 9.18 920 1060 4.5 4.1 SR200/80PS(
3450 1300 4.5 320 10.47 615 675 7.7 7.0 SR200/80PSI
3400 1500 4.0 300 11.14 425 465 11.9 10.8 SR200/80PSI
245OU1450L 1050 1 4.5 330 8.94 670 770 6.0 5.3 SR200/80PS(
240OU1400L i 1250 i 4.1 320 10.11 470 540 9.7 8.5 SR200/8OPS(
1375XL 1 1100 3.6 280 7.78 382 418 9.2 8.4 SR150/80PS1
1325 1250 3.2 I 240 7.41 266 290 12.6 11.6 SR150/80PS1
1033 850 3.3 260 .68 360 400 7.1 6.4 SR150/80PS1
0 965 3.0 240 5.84 260 280 10.2 9.4 SR150
150 RING NOZZLE 1SOR COMK)KEM:
150R Body+cap+Set of 7 Rugs rAV cap
� 4628877410 06386
5pe*iae when ordering
0
T::3 Y�vFlow Path
0.86" 0.97- 1.08' 1.18' 1.26' 1.34' 1.41' 1.47'
6287.086 6287-097 6287-108 6287-118 6287-126 6287-134 6287-141
PSI i GPM DIA.FT GPM DIA.FT. GPM DU.Fr. GPM DIA.Ft.. GPM DIA.FT. GPM DIA.FT. GPM DIA.Fr. GPM DM.FT.
50 100 245 130 265 165 285 205 300 255 320 300 335 350 350 385 353
60 110 260 143 280 82 300 225 315 275 335 330 350 385 365 423 368
70 120 270 155 290 197 310 245 330 295 350 355 365 415 380 458 383
80 128 280 165 300 210 320 260 340 315 360 380 380 445 395 490 399
90 135 290 175 310 223 330 275 350 335 370 405 390 475 405 522 409
100 143 300 185 320 235 340 290 360 355 380 425 400 500 415 550 419
110 150 310 195 330 247 350 305 370 370 390 445 410 525 425 577 429
120 157 315 204 335 258 360 320 380 385 400 465 420 545 435 6W 439
Existint Hard Hose Traveler Gun Irrigation System
e #of Exterior Lanes....................................................................................................9
e #of Interior Lanes.....................................................................................................2
e #of Single Lanes.......................................................................................................I
e #of Total Lanes.........................................................................................................12
,a a Lane Spacing.............................................................................................................170'-230'
e Wetted 0...................................................................................................................260'&300'
LaneSpacing as a % .................................................................................................65% -88%
1

Barney Rhodes Farm dqO
Field 7.3 ac.
I,�e 1
➢ Start End Area[Table E90+-B]................................................................................0.66 ac.
➢ Middle Area [169'(0.9 a 300')/43,560]......................................................................1.05 ac.
➢ Stop End Area[Table E90+-G].........................................................a.....................0.55 ac.
➢ Total Area [(0.66 ac. + 1.05 ac.+0.55 ac.)/2]...........................................0...............1.13 ac.
Lane
➢ Start End Area[Table EE65-B]................................................................................0.54 ac.
➢ Middle Area [170'(260'/2 + 170'/2)/43,S60] ............................................................0.84 ac.
➢ Stop End Area [Table EE65-G] ...............................................................................0.44 ac.
➢ Total Area [(0.54 ac. +0.84 ac. +0.44 ac.)]..............................................................1.82 ac.
Isawe 9
➢ Start End Area[Table EE65-B]................................................................................0.54 ac.
➢ Middle Area [234'(260'/2+ 1702/2)/43,560] ............................................................1.15 ac.
➢ Stop End Area [Table EBBS-0] ...............................................................................0.44 ac.
➢ Total Area [(0.54 ac. + 1.1 S ac. +0.44 ac.)]..............................................................2.13 ac.
➢ Total Field Acres [(1.13 ac.+ 1.82 ac.+2.13 ac.)] ...................................................5.08 ac.
B- 10.7 ac.
Lane H3
➢ Start End Area[Table EE70-B]................................................................................0.55 ac.
➢ Middle Area [47'(260'/2+ 1822/2)/439560] ........................................0.0...................0.24 ac.
➢ Stop End Area ['Fable EE70-G] ...............................................................................0.45 ac.
➢ Total Area [(0.85 ac. +0.24 ac. +0.45 ac.)]..............................................................1.24 ac.
Lane H4
➢ Start End Area [Table EE70-B]................................................................................0.55 ac.
➢ Middle Area [5S9'(260'/2 + 182'/2)/43,S60] .....................................a......................2.84 ac.
➢ Stop End Area[Table EE70-G] ...............................................................................0.46 ac.
➢ Total Area [(O.SS ac. +2.84 ac. +0.45 ac.)]..............................................................3.84 ac.
Lane Ha
➢ Start End Area['fable EE70-B]..............................................................................0.0055 ac.
➢ Middle Area [322'(260'/2 + 1829/2)/439560] ............................................................1.63 ac.
➢ Stop End Area [Table EE70-G] ...............................................................................0.45 ac.
➢ Total Area [(0.5S ac. + 1.63 ac. +0.48 ac.)]..............................................................2.63 ac.
➢ Total held Acres [(1.24 ac.+3.84 ac.+2.63 ac.)] ...................................................7.71 ac.
2

Bamey Rhodes Farm vim
Field C- 16.9 ac.
Lane H 1
➢ Start End Area [Table EE80-B]................................................................................0.58 ac.
➢ Middle Area [870'(260'/2 +207'/2)/43,560] ............................................................4.66 ac.
➢ Stop End Area [Table EE80-G] ...............................................................................0.48 ac.
➢ Total Area [(0.58 ac. +4.66 ac. +0.48 ac.)]..............................................................5.72 ac.
Lane H2
➢ Start End Area [Table E380-B].................................................................................0.56 ac.
➢ Middle Area [840'(207')/43,560] ..............................................................................3.99 ac.
➢ Stop End Area [Table EI80-G].................................................................................0.44 ac.
➢ Total Area [(0.55 ac. +3.99 ac. +0.44 ac.)] ..............................................................4.98 ac.
Lane H2-A
Full Part
➢ Start End Area [Table EE80-B/2]............................................................................0.29 ac.
➢ Middle Area [172'(260'/2 + 207'/2)/43,560] ............................................................0.92 ac.
➢ Stop End Area [Table EE80-G] ...............................................................................0.48 ac.
➢ Total Area [(0.29 ac. +0.92 ac. +0.48 ac.)]..............................................................1.69 ac.
Half Part
➢ Start End Area [Table EE80-B] ...............................................................................0.58 ac.
➢ Middle Area [518'(260'/2 + 207'/2)/43,560] ............................................................2.78 ac.
➢ Stop End Area [n/a] ..................................................................................................0.00 ac.
➢ Total Area [(0.58 ac. + 2.78 ac. +0.00 ac.)/2]...........................................................1.68 ac.
➢ Total Lane Acres [(1.69 ac. + 1.68 ac.)] ....................................................................3.37 ac.
➢ Total Field Acres [(5.72 ac. + 4.98 ac. +3.37 ac.)] ...................................................14.07 ac.
Field D -8.5 ac.
Lane 1
➢ Start End Area [Table EE85-B]................................................................................0.59 ac.
➢ Middle Area [255'(260'/2 + 230'/2)/43,560] ............................................................1.43 ac.
➢ Stop End Area [Table EE85-G] ...............................................................................0.49 ac.
➢ Total Area [(0.59 ac. + 1.43 ac. +0.49 ac.)]..............................................................2.51 ac.
Lane 2
a ➢ Start End Area [Table E385-B] .................................................................................0.57 ac.
➢ Middle Area [391'(230')/43,560] ..............................................................................2.06 ac.
➢ Stop End Area [Table M85-G].................................................................................0.47 ac.
➢ Total Area [(0.57 ac. + 2.06 ac. +0.47 ac.)]..............................................................3.10 ac.
3

f
r ,r,a.......... ... - .........,,..,e. i+;•r: �•'a+.i+:}1'.. ,h�a .. r.'S..� •t. .` ! i. .� "
r
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. .,... � •. .. ..... , ... ,.... ., ._.. . ...._.._1... yr.on .��`... 1-`'.,r t ... .✓t.: .i�...l i.i� _ .... `:t,•a:..' �
,-q� "NUT
{ mot: ... ... _..
• • ._.. .s•... .• . . . - • • .•• ......... . ...1 .. r.,...r..f ....r....... r.,. f •'_ -�1•.t• T i.• • : no ly`A ♦1..r `
owl
•, •1-• !.f�.i•1 ;. '! a••.' iti r. Ct f
- .-..• .....• ...... .. .... ..l•1.n....> •-• .............. yL t'r �• • I.A • . - 1 . , .• •. _. ..i ..fit.J•/..t . •1.
•_. .. ., ......_._ ..i..... ... ...•f L J.........r..l....•,.....• •, r. < r•\• ...••..•......_ .. • {.,1'j 1•: - ... ••1. •.1. ..a ...
thick
...................,. 1 .sJ.)3 a •r • a' r`.=i :J ::r 1.'• � ... ::r: ....:i�. _...... S.l
1
WIN
�1:. �,ai..:..... ......,. ..._......•.. ............................ ......... JI split old at} _All, oW w}
..il: ... ..t..... ........-................ .... . ..... ... r. . ..•. ... .,..r ..... .••. ! ` t .t.•f 1 1 a ',♦ t ` r . ' `r�

Barney Rhodes Farm
<rLane 3
➢ Start End Area [Table NE75-B]................................................................................0.37 ac.
➢ Middle Area [391'(260'/2 + 230'/2)/43,560] ............................................................2.20 ac.
➢ Stop End Area [Table NE75-G]...............................................................................0.31 ac.
➢ Total Area [(0.37 ac. + 2.20 ac. +0.31 ac.)]..............................................................2.88 ac.
➢ Total Field Acres [(2.51 ac. +3.10 ac. + 2.88 ac,)] ...................................................8.49 ac.
Total Wettable Acres of Barney Rhodes Fawn
• Field A.................................................................................................................... 5.08 ac.
• Field B .................................................................................................................... 7.71 ac.
• Field C....................................................................................................................14.07 ac.
• Field D.................................................................................................................... 8.49 ac.
• Total........................................................................................................................35.35 ac.
,r
Prepared by Agriment Services Inc.
P.O.Box 1096 - BeulavUle,NC—28518
Phone[phone]-Fax[phone]
Sign atur of own ram/\r�facility representative S'gnatfur/�7/�r(techn(.cal
lsspeec-iiaallist
Printed name o�e above Printed rename of the same above
9/, A ( I // / /
Date Date
4

BARNEY R1-10DE5 FARM
a .
(2)
FIELD D
FIELD C FIELD 5 ^
(H2-A)
(H I) FIELD
(113) (715)
i
0
O
Ip1nM
mM^
teg♦nd GRAPHIC SCALE
♦ SdC LI
PYaI,

b»oM M n
FANA NIMN 150 SERIES BIG GUN® PERFORMANCE - U.S. UNITS
150 TAPER BORE NOZZLE 150T
150T-Specify size when ordering
�^1
4
Flaw Path
0.70" 0.80" 0.90" 1.0" 1.1" 1.2" 1.3" 1.4"
9317-070 9317-080 9317-090 9317-100 9317-110 9317-120 9317-130
K
GPM DIA.FT. GPM DIA.Fr. GPM DIA.Fr. GPM DIA.Fr. GPM DIA.FT GPM DIA.FT. GPM DIA.Fr. GPM DIA.FT.
100 250 130 270 165 290 205 310 255 330 300 345 350 360 408 373
110 265 143 285 182 305 225 325 275 345 330 365 385 380 446 396
120 280 155 300 197 320 245 340 295 360 355 380 415 395 483 412
128 290 165 310 210 335 260 355 315 375 380 395 445 410 516 427
135 300 175 320 223 345 275 365 335 390 405 410 475 425 547 442
143 310 185 330 235 355 290 375 355 400 425 420 500 440 577 458
150 320 195 340 247 365 305 385 370 410 445 430 525 450 605 471
120 157 330 204 350 258 3751 320 395 385 420 1 465 440 1 545 460 1 632 481
150 TAPER RING NOZZLE 150TR COA1PONEWS°
Body Taper Ring Cap
150TR= Body+ Cap+ 1 Taper Ring #9773 #9238-??? #6286
Specify size when ordering
EIDFlow Path
0.88" 0.96" 1.04" 1.12" 1.2" 1.28" 1.36"
9238-022 9238-024 9238-026 9238-028 9238-030 9238-032 9238-034
PSI GPM DIA,FT. GPM OIA.FT. GPM DIA.Fr. GPM DIA.FT. GPM DIA, Fr. GPM DIA.FT. GPM DIA.FT
50 135 270 164 286 196 302 233 318 274 333 319 347 369 358
60 148 284 179 301 214 317 255 334 301 351 350 367 405 378
70 159 299 194 315 231 331 276 349 325 366 378 382 437 393
80 170 310 207 330 247 346 295 364 347 381 404 397 467 409
90 181 320 220 340 262 357 313 377 368 396 429 411 495 424
100 191 329 231 350 277 366 330 386 388 405 452 423 522 436
110 200 339 243 359 290 376 346 397 407 416 474 433 548 446
120 209 349 253 369 303 386 361 407 425 426 1 495 443 572 457
150 RING NOZZLE 150R CO/AYONB11 :
150R= Body+Cap+Sal of 7 Rings #9773 062887---??? #62286
Specify size when ordering
Flow Path
v �-
0.86" 0.97" 1.08" 1.18" 1.26" 1.34" 1.41" 1.47"
6287-086 6287-097 6287-108 6287-118 6287-126 6287-134 6287-141
PSI GPM DIA.Fr. GPM DIA.FT. GPM DIA,Fr. GPM DIA.FT. GPM DIA,FT. GPM DIA. Fr. GPM DIA.FT. GPM DIA.Fr.
50 100 245 130 265 165 285 205 300 255 320 300 335 350 350 385 353
60 110 260 143 280 182 300 225 315 275 335 330 350 385 365 423 368
70 120 270 155 290 197 310 245 330 295 350 355 365 415 380 458 383
80 128 280 165 300 210 320 260 340 315 360 380 380 445 395 490 399
90 135 290 175 310 223 330 275 350 335 370 405 390 475 465 522 409
100 143 300 185 320 235 340 290 360 355 380 425 400 500 415 550 419
I10 150 310 195 330 247 350 305 370 370 390 445 410 525 425 577 429
120 157 315 204 335 258 360 320 380 385 400 465 420 545 435 603 439
,� Oim.l."e.bM m3e hd.a�r.eac,..ra.�dmol,.bvdYdr�d vi.IM ka myirar.ad,ny6.d,.Wdl.a.db".:d.cm M�i�.+vo macu.s A�ken.IW,m klva<m
Nelson Irrigation Corporation 848Airportlid. Walla Walla,WA99362USA Tel:5D9525.7668 Fax:S89.525.7987 E-mail:nelson@nelsanirccom Web she..m.nelsonirrlgafion.com

IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: BARNEY RHODES County: Duplin
Address: P.O. BOX 4067
SURF CITY, NC 28445 Date: 6/29/99
Telephone: [phone]
TABLE 1 -Field Specifications
Approximate Mmdmum
Ma)dmum MEDdmum Application
Usable Size Application per Irrigation Real Yeild
Field of Field(3) Slope Rate(4) Cycle(4) (Tons)
Number 2 Acres Soil T % C s inthr in Comments
A 5.68 AUB BERMUDA HAY 0.5 1
A 5.68 AUB SMALL GRAIN GRAZED 0.5 0.5
B 9.41 AUB BERMUDA HAY 0.5 1
B 9.41 AUB SMALL GRAIN GRAZED 0.5 0.5
C 11.76 AUB BERMUDA HAY 0.5 1
C 11.76 AUB SMALL GRAIN GRAZED 0.5 0.5
D 4.34 AUB BERMUDA HAY 0.5 1
D 4.34 AUB SMALL GRAIN GRAZED 0.5 0.5
TOTAL 31.19
(1)Table to be completed in its entirety by Field Office personnel and forwarded to the irrigation system designer.
(2)See attached map provided by the Field Office for field loc:ation(s).
(3)Total field acreage minus required buffer areas.
(4)Refer to NC Irrigation Guide,Field Office Technical Guide,Section I&G.Annual application must not exceed the agronomic rates for the soil and crop used.

TABLE 2 - Traveling Irrigation Gun Settings Date: 6/29/99
rAKEDEL AND TYPE OF EQUIPMENT:-hl9D' NELSON 150 GUN W/1.08&0.86 RING NOZZLE
EQUIPMENT SETTINGS
Travel Application TRAVELLANE
Flow Nozzle Operating Operating
Speed Rate Effective Effective Hours per Wetted Rate Diameter Pressure Pressure Arc Wetted
1 ft/min irvhr Width ft Len ft Pull Diameter ft in Gun i 0 Reel i Pattern 3 Acres Comments
1.96 0.33 180 600 5.1 260 110 0.86 60 77 270 2.48
2 1.96 0.33 180 325 2.8 260 110 0.86 60 77 270 1.34 TOTAL
3 1.96 0.33 180 450 3.8 260 110 0.86 60 77 270 1.86 5.68
B - 2.66 0.37 240 650 4.1 300 182 1.08 60 108 270 3.58
2 2.66 0.37 240 725 4.5 300 182 1.08 60 108 270 3.99 TOTAL
3 2.66 0.37 120 665 4.2 300 182 1.08 60 108 180 1.83 9.41
2.66 0.37 240 960 6.0 300 182 1.08 60 108 270 5.29
2 4.64 0.37 240 825 3.0 300 182 1.08 60 108 270 4.55 TOTAL
3 2.66 0.37 120 700 4.4 300 182 1.08 60 108 180 1.93 11.76
D -1 1.96 0.33 180 550 4.7 260 110 0.86 60 77 270 2.27 TOTAL
2 1.96 0.33 180 500 4.3 260 110 0.86 60 77 270 2.07 4.34
(1)See attached map provided by the Fold Office for field location(s). Total Acres
(2)Show separate entries for each hydrant location In each field. Each entry Is a separate zone.
(3)Use the following abbreviations for various arc pattems: F(full circle),TO(three quarters),TT(two thirds),H(half cirde),T(one third),Q(one quarter).
1

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
Hard Hose Traveling Gun System
FIELD DATA WORKSHEET*
1. Make and model number - C /U 34) G S
2. Hose length qGs [feet] and hose inside diameter (ID) �� [inch]
3. Gun make and model number /So ivc. Ar.C>�
4. Gun nozzle size SA!9f [inch], ring orifice, taper bore orifice
S. Gun arc angle o�'I�i8�[degrees]
6. Travel lane spacing [feet]. Indicate whether uniform or random.
Number of exterior hydrants 0) Number of interior hydrants v2-
7. Gun wetted diameter.3�0[feet]. measured or J based on gun chart.
8. Gun pressure—e�v [psi] observed at working gauge,
-I' determined from gun charts, calculated (show calculations)
**9. Operating pressure at hose reel q'//-0 [psi]. observed at working gauge or
1-1*' provided by owner.
**10. Supply line size [inch] (from pump to last hydrant)
**11. Supply line length feet (maximum pumping distance)
**12. Supply line type PVC or aluminum
**13. Pump make and model number
**14. Pump capacity [gpm]
**1 S. Engine make and model number
or
**16. Electric motor horsepower and rpm [hp] [rpm]
Note: It is strongly recommended that you field determine wetted diameter and operating
pressure at the reel and gun.
* Locate each hydrant on a copy of the map. Indicate the start and stop of the sprinkler cart
for each travel lane and show the distance traveled. Show the location of the supply line.
Irrigated acres are determined by the travel lane.
** 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
***Only the person or people collecting the data should sign the Field Data Worksheet.
14

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification) 3 1 - 470 Field number(identification) Fi EC-D 4
2. Irrigation system designation Existing irrigation system New/expanded irrigation system
3. Number of travel lanes #Interior lanes #Exterior lanes 1"'o feet] Length of pull(L1)
#Interior lanes #Exterior lanes c�,00 [feet] Length of pull(L2)
#Interior lanes #Exterior lanes 3dD [feet] Length of pull(B)
4. Wetted diameter or G [feet] from Field Data Worksheet
5. Spacing Hydrant spacing[feet] [as a pe7:cessively
ge of wetted diameter]
6. Hydrant layout Multiple hydrants Single hydrant s aced h drants
g Y P Y
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (Lj) Interior or Exterior(lane/hydrant)
(a)Acres start end of pull from Table E o Column 3
a•� (b)Acres middle portion of pull (L1)
{Pull lengthy [feet] X Wetted width o?314 [feet]) /43,560
• 0�9 (c)Acres stop end of pull from Table FES o Column E
3.3 Total acres for travel lane length (LI) (Sum:a+ b+c)
Travel lane length (L_) Interior or Exterior{lane/hydrant)
• ° (a) Acres start end of pull from Table 4E 0 Column
. d (b)Acres middle portion of pull(L2)
(Pull length Sao [feet] X Wetted width [feet]) /43,560
(c) Acres stop end of pull from Table CE14 Column ,E
Total acres for travel lane length (L2) (Sum:a+b + c)
Travel lane length (Lj Interior or "Exterior(lane/hydrant)
• o (a) Acres start end of pull from Table E U Column a
�(b)Acres middle portion of pull (L3)
{Pull length o o [feet] X Wetted width XSN [feet]) /43,560
(c)Acres stop end of pull from Table Column
o;�-SOTotal acres for travel lane length (0) (Sum:a+b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field.Add all of these,and this is the total irrigated acreage for the field.
3.3� (a)Acres per travel lane length (M) X # Lanes = 3 3! Acres
gG (b) Acres per travel lane length (L2) X #Lanes = /. 1 Acres
S�(c) Acres per travel lane length (L3) X # Lanes = .50 Acres
7 Total CAViW wettable acres for field (Sum: 8a+8b+ 8c)
Wettable Acre Computational Worksheet Completed by: Date: I/
415S"n'ure of tec ical specialist

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification) 31- 90 Field number(identification)
2. Irrigation system designation Existing irrigation system New/expanded irrigation system
3. Number of travel lanes #Interior lanes # Exterior lanes 600 feet] Length of pull(Ll)
#Interior lanes # Exterior lanes 57o [feet] Length of pull(L2)
#Interior lanes #Exterior lanes Soo [feet] Length of pull(L3)
4. Wetted diameter Sou [feet] from Field Data Worksheet
S. Spacing Hydrant spacing [feet] 90 [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants Single hydrant "'Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, Interior or / Exterior(lane/hydrant)
•8 0 (a)Acres start end of pull from Table 4P90 Column S
,-10 (b)Acres middle portion of pull (Ll)
{Pull length oo [feet] X Wetted width 0170[feet]) /43,560
(c)Acres stop end of pull from Table f lfo Column E
y ag Total acres for travel lane length (U) (Sum: a+b + c)
Travel lane length (I Interior or ---I Exterior(lane/hydrant)
.So (a)Acres start end of pull from Table h100 Column
(b) Acres middle portion of pull(L2)
{Pull length;gO [feet] X Wetted width oM [feet]) /43,560
•39 (c) Acres stop end of pull from Table 4-5E VO Column F
y Total acres for travel lane length (L2) (Sum: a+b+c)
Travel lane length (L3, Interior or 1 Exterior(lane/hydrant)
•$d (a)Acres start end of pull from Table ol��90 Column a
•3S (b)Acres middle portion of pull (L3)
(Pull length$oo [feet] X Wetted width IS-"r[feet]) /43,560
(c)Acres stop end of pull from Table 6e go Column E
Total acres for travel lane length (1 3) (Sum: a+b +c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field.Add all of these, and this is the total irrigated acreage for the field.
(a)Acres per travel lane length(M) X # Lanes = V.Al Acres
(b)Acres per travel lane length(L2) X _�# Lanes = .41,175 Acres
(c) Acres per travel lane length (13) X / # Lanes = i>'V5� _Acres
l�•1/7 Total CAWW wettable acres for field (Sum: Pa+ b +8c)
Wettable Acre Computational Worksheet Completed by: Date: L
Si na ure of techn cal specialist
1S

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification) 31 - 47 a Field number(identification)
2. Irrigation system designation "' Existing irrigation system New/expanded irrigation system
3. Number of travel lanes #Interior lanes /' #Exterior lanes '%5 feet] Length of pull(L1)
#Interior lanes # Exterior lanes [feet] Length of pull(L2)
#Interior lanes #Exterior lanes `60 [feet] Length of pull(B)
4. Wetted diameter 310 o [feet] from Field Data Worksheet
S. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants Single hydrant _ Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, Interior or / Exterior(lane/hydrant)
0 (a)Acres start end of pull from Table Column
S9fl (b) Acres middle portion of pull(Ll)
{Pull length J�o.[feet] X Wetted width =076 [feet]) /43,560
- 39 (c) Acres stop end of pull from Table Ef-1 o Column
719 Total acres for travel lane length (U) (Sum: a+b +c)
^ Travel lane length (L_ / Interior or Exterior(lane/hydrant)
(a) Acres start end of pull from Table )Er90 Column 9
3. (b)Acres middle portion of pull (L2)
(Pull length� [feet] X Wetted width 0 [feet]) /43,560
(c) Acres stop end of pull from Table ETSo Column E
y Total acres for travel lane length (L2) (Sum: a+b + c)
Travel lane length (L-) Interior or Exterior(lane/hydrant)
(a)Acres start end of pull from Table � 9° Column
•/y.� (b)Acres middle portion of pull (L3){Pull length[feet] X Wetted width 000 [feet]} /43,560
(c)Acres stop end of pull from Table Column —
�0?3 Total acres for travel lane length (U) (Sum:a+b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field.Add all of these, and this is the total irrigated acreage for the field.
7/I (a)Acres per travel lane length (M) X / # Lanes = Acres
�$ (b)Acres per travel lane length (L2) X �_#Lanes = y. Acres
(c) Acres per travel lane length (L3) X _�# Lanes = Acres
-Total CAWMP wettable acres for Reld(Sum:8a+8b +8c)
Wettable Acre Computational Worksheet Completed by: Date.
4�ture of hnical specialist

(Multiple worksheets may be needed) HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number(identification) S/' 90 Field number(identification) f-V D J--�
2. Irrigation system designation 1 Existing irrigation system New/expanded irrigation system
3. Number of travel lanes #Interior lanes #Exterior lanes o25� feet] Length of pull(L1)
# Interior lanes #Exterior lanes 366 [feet] Length of pull(L2)
#Interior lanes #Exterior lanes [feet] Length of pull(B)
4. Wetted diameter [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] '7 [as a percentage of wetted diameter]
6. Hydrant layout /Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing,and travel lane location.
Travel lane length (I j Interior or -'/ Exterior(lane/hydrant)
(a)Acres start end of pull from Table r�300' Column /4
•Flo (b)Acres middle portion of pull (Ll)
{Pull length_YX[feet] X Wetted width [feet]} /43,560
•02� (c)Acres stop end of pull from Table Column_Z---
o2 9 3 Total acres for travel lane length (U) (Sum: a+b + c)
Travel lane length (Lj Interior or / Exterior(lane/hydrant)
•S (a)Acres start end of pull from Table Column d
- (b)Acres middle portion of pull (L2)
(Pull length, [feet] X Wetted width [feet]} /43,560
(c) Acres stop end of pull from Table ZED Column E
Total acres for travel lane length (L2) (Sum:a+b + c)
Travel lane length (L, Interior or Exterior(lane/hydrant)
(a)Acres start end of pull from Table Column
(b)Acres middle portion of pull (L3)
{Pull length [feet] X Wetted width [feet]} /43,560
(c)Acres stop end of pull from Table Column
Total acres for travel lane length (0) (Sum:a+b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
a 7.?(a)Acres per travel lane length(M) X / #Lanes =_ 2, '7-r Acres
a S� (b)Acres per travel lane length (1,2) X # Lanes = a-- '5"9 Acres
(c) Acres per travel lane length (13) X #Lanes = Acres
3° Total CAW P wettable acres for field (Sum: 8a+8b+8c)
Wettable Acre Computational Worksheet Completed by: Date:
S ature of tec ical specialist
�S

Rev. JuIv 1996
Swine Anaerobic Lagoon Liquid Land Application Spreadsheet
This spreadsheet uses values from existing NCSU/NCDA data bases to calculate the fertilizer nutrients, application rates and
land areas needed for agronomic usage of irrieat swine anaerobic lagoon liquid Values in cells J25-P56 represent inputs
which need to be entered to use this spreadsheet. Values in cells C25-06 are typical values which may be used if more speri5c
information is not available. If actual lagoon liquid nutrient analyses are used, then a corresponding change in lagoon liquid
volumes should also be entered. Application rates and land areas arc calculated for a range of fertilization rates. Actual
fertilization rates based on crop yield may be entered into cells J66468 with the results calculated in columns W and AE in
Table C. The spreadsheet also computes herd live weight equivalents, lagoon capacities, and estimated annual lagoon liquid
volumes to be land applied.
I Typical Actual I
------------------.•----...........•--. ..................a..................... I
Wean- Feedr Gilt Boar ----Farrow-to--- Wean- Feedr Gilt Boar ----Farrow-to--- I
Feedr -Fin Dev Stud Wean Feedr Fin Feedr -Fin Oev Stud Wean Feedr Fin `
----- r head cap..... -per active sow- -----per head cap----- -per active sow-
------------------------------�------------------ .-................---.....----....----------------------------------- I
Animal live initial: 10 50 50 250 10 50 50 250 lbs
I weignt: final: 50 220 250 550 50 220 250 550 The I
I mean: 30 135 150 400 433 522 1417 30 135 150 400 433 522 1417 the I
I
I Groups per year: 6 3 2 1 2 2 2 6 3 2 1 2 2 2 groLps/yr I
I I
I Days per group: 49 105 140 365 11 63 168 49 105 140 365 11 63 168 days/group I
I
Lagoon liquid capacity: (does not include freeboard or 25•yr storm storage)
design treatment: 30 135 150 200 289 348 1417 30 135 150 200 289 348 1417 ft3/an cap I
I sludge storage: 15 68 75 100 1" 174 708 15 68 75 100 1" 174 708 ft3/an cap(MIN. I
temporary storage: 15 68 75 200 217 261 708 15 68 75 200 217 261 708 ft3/an cap I
I 60 270 300 500 650 783 2833 60 270 300 500 650 783 2833 ft3/an cap I
� I
Lagoon liquid accumulation: I
manure and urine: .30 1.4 1.5 4.0 4.3 5 14 .30 1.4 1.5 4.0 4.3 5 14 gal/an/day I
I excess water usage: .20 .9 1.0 2.7 2.9 3 9 .20 .9 1.0 2.7 2.9 3 9 gal/an/day I
I surface rain surplus: .11 .5 .5 1.4 1.6 2 5 .11 .5 .5 1.4 1.6 2 5 gal/an/day
J total: .61 2.7 3.0 8.1 8.8 11 29 .61 2.7 3.0 8.1 8.8 11 29 gal/an/day I
I �
I lagoon liquid total nutrient analysis: I
Tot M: 136 136 136 68 91 91 136 136 136 136 68 91 91 13d lbs/ac-in
I MR-IN: 82 82 82 82 82 82 82 82 82 82 82 82 82 82 % M or tkn I
P205: 53 53 53 26 35 35 53 53 53 53 26 35 35 53 lbs/ec-in I
K20: 133 133 133 67 89 89 133 133 133 133 67 89 89 133 lbr./ac-in I
I
Org M mineralizat rate: .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 I
I
I Plant nutrient availability coefficients: (from application method box) I
I M: .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50 .50
I P205: .70 .70 .70 .70 .70 .70 .70 .70 .70 .70 .70 .70 .70 .70 I
I K20: .70 .70 .70 .70 .70 .70 .70 .70 .70 .70 .70 .70 .70 .M I
I I
Application method MH3M -------------------M------------------- PLK I
soil injection: .95 .87 .87 .87 .87 .87 .87 .87 .80 I I % x 2266 a lbs/acre-inch I
I soil incorp: .85 .79 .79 .79 .79 .79 .79 .79 .75 I ppm x 0.2266 a lba/acre-incn I
broadcast: .45 .46 .46 .46 .46 .46 .46 .46 .70 I I tbs/1000 gals x 27.154 a lbs/acre-inch
I irrigation: .50 .50 .50 .50 .50 .50 .50 .50 .70
I I
I Croo fertilization M: 50 lbe/ac/yr
rate: P205: 20 tbs/ac/yr 1
K20: 50 lbs/ac/yr I
Scroll down for results.

633-46 Rev. �ulv 199c
Table 18B. SWINE ANAEROBIC LAGOON LIQUID FERTILIZER NUTRIENTS
Type Animal Animal Unit Total Anaerobic Total Lagoon Plant Plant Total Plant Availat
of Unit Equivstent Lagoon liquid Liquid Nutri eot Nutrient Nutrients Nutrients
Production Live Weight Capacity, Surplus, AvaitabiLity irrigatec
Unit ............... ft3/ per animal Coefficients .............
init final mean animal unit unit/Year lbs/
............ irrigated lbs/ Lbs/ animal
single 2-stage scre- "'• acre acre unit/
------lbs------ stage 1st • Zfd gels inch inch inch year
.............................................................................................................................
Weanling-to per 10 50 30 60 45 15 191 .0070 N .50 136 68 .48
F eecer heed PK20 .7700 133 37 93 .26
66
capacity
Feeder-to per 50 220 135 270 200 70 927 .034 M .50 136 68 2.3
Finish head P205 .70 53 37 1.3
capacity K20 .70 133 93 3.2
Gilt per 50 250 150 300 225 75 1015 .037 N .50 136 68 2.5
DeveloFmt head P205 .70 53 37 1.4
capacity K20 .70 133 93 3.5
Boar stud per 250 550 400 500 375 125 2959 .11 N .50 68 34 3.7
head P205 .70 26 19 2.0
capacity K20 .70 67 47 5.1
Farrow-to per 433 650 435 215 3203 .12 N .50 91 45 5.4
Weenling active P205 .70 35 25 2.9
sow K20 .70 89 62 7.3
Farrow-to per 522 783 523 260 3861 .14 N .50 91 45 6.5
Feeder active P205 .70 35 25 3.5
sow K20 .70 89 62 8.8
Farrow-to per 1417 2B33 2125 7G8 �0478 .39 N .50 136 68 26
Finish active P205 .70 53 37 14
sow K20 .70 133 93 36
• References: Depts of Biological and Agricultural Engineering, Animal Science; North Caroline State university; Jan 1990
Agronomic Oivisi on, Worth Caroline Department of Agriculture
^ Assumes 400.1b sow and boar on limited feed, 3-wk old wanting, 50-1b feeder pig, 220.1b market hog and 20 pigs/sow/ye-tom
•^ Estimated total lagoon liquid includes total liquid manure plus average aortal rainfall surplus incidental to Lagoon 1.
surface; does not account for seepage.
"`• Irrigated: sprinkler irrigated liquid uncovered for 1 month or longer.
Table 18C. LAND APPLICATTON OF SWINE ANAEROBIC LAGOON LIWID
Type Animal Rate- Lagoon Liquid Application Rate ^ Minimum Land Area for Liquid Application ^
of Unit Limiting ------------------irrigated------------------ ....................irrigated--------------
Production Nutrient ----------------lbs/acre/year---------------- ------------------lbs/acre/year............
•-•-
unit N 50 100 150 200 250 300 350 400 50 100 150 200 250 300 350 400
P205 20 40 60 8o 1D0 120 140 160 20 40 60 80 100 120 140 160
K20 50 100 150 200 250 300 350 400 50 100 150 200 250 300 350 400
.............................................................................................................................
.................inches/Year..--------------- ----------------acres/animal Unit..............
Weanling-to per N .73 1.5 2.2 2.9 3.7 4.4 5.1 5.9 .0096 .DM .0032 .0024 .0019 .0016 .0014 .0012
Feeder head P205 .54 1.1 1.6 2.2 2.7 3.2 3.8 4.3 .013 .0065 .0043 .0033 .0026 .0022 .0019 .0016
capacity K20 .54 1.1 1.6 2.1 2.7 3.2 3.7 4.3 .013 .DO66 .0044 .0033 .0026 .0022 .0019 .0016
Feeder-to per N .73 1.5 2.2 2.9 3.7 4.4 5.1 5.9 .047 .023 .016 .012 .0093 .0078 .0066 .0058
Finish head P205 .54 1.1 1.6 2.2 2.7 3.2 3.8 4.3 .063 .032 .021 .016 .013 .011 .0090 .0079
capacity s20 .54 1.1 1.6 2.1 2.7 3.2 3.7 4.3 .064 .032 .021 .016 .013 .011 .0091 .0080
Gilt per N .73 1.5 2.2 2.9 3.7 4.4 5.1 5.9 .051 .025 .017 .013 .010 .DOB5 .0073 .0064
Develop t head P205 .54 1.1 1.6 2.2 2.7 3.2 3.8 4.3 .069 .035 .023 .017 .014 .012 .0099 .0087
capacity K20 .54 1.1 1.6 2.1 2.7 3.2 3.7 4.3 .070 .035 .023 .017 .014 .012 .010 .0087
Boar per N 1.5 2.9 4.4 5.9 7.3 8.8 10 12 .074 .037 .075 .019 .015 .012 .011 .0093
Stud head P205 1.1 2.2 3.2 4.3 5.4 6.5 7.6 8.6 .10 .050 .034 .025 .020 .017 .014 .013
capacity K20 1.1 2.1 3.2 4.3 5.4 6.4 7.5 8.6 .10 .051 .034 .025 .020 .017 .015 .013
Farrow-to per M 1.1 2.2 3.3 4.4 5.5 6.6 7.7 8.8 .11 .054 .036 .027 .021 .018 .015 .013
Weanling active P205 .81 1.6 2.4 3.2 4.0 4.9 5.7 6.5 .15 .073 .049 .036 .029 .024 .021 .018
aw K20 .80 1.6 2.4 3.2 4.0 4.8 5.6 6.4 .15 .073 .049 .037 .029 .024 .021 .018
Farrow-to per W 1.1 2.2 3.3 4.4 5.5 6.6 7.7 8.8 .13 .065 .043 .032 .026 .022 .018 .016
F etaer active P20S .81 1.6 2.4 3.2 4.0 4.9 5.7 6.5 .18 .088 .059 .044 .035 .029 .025 .022
SOW K20 .80 1.6 2.4 3.2 4.0 4.8 5.6 6.4 .18 .088 .059 .00G .035 .029 .025 .022
Farrow-to per N .73 1.5 2.2 2.9 3.7 4.4 5.1 5.9 .53 .26 .18 .13 .11 .088 .075
Finish active P205 .54 1.1 1.6 2.2 2.7 3.2 3.8 4.3 .72 .36 .24 .18 .14 .12 .10
sw K20 .54 1.1 1.6 2.1 2.7 3.2 3.7 4.3 .72 .36 .24 .18 .14 .12 .10
• References: Depts of Biological 4 Agricultural Engineering, Soil Science, Crop Sci nice; North Carolina St Univ; Jan 1990
•• N fertilization rate should be cots istent with realistic crop yield.
N Leeching and denitrification and P205 soil imUobilization Unaccounted for.

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0
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EXHIBIT D-1
IRRIGATION SYSTEM DESIGN PARAMETERS
tom. /2� s
pry Landowner/Operator Name: ri?ty County:
Address: A e 0)c tiC&7
M G: G a 8-11 vs Date:
Telephone: &MI 4atg S �—
TABLE 1 - Field Specifications
Approximate
Ma:Imam
Imam Maximu AppUcatlon
' Useable 2 m Application per Irrigation
Field of Field Slope
Pa Rete3 Cycle3
Number (acres) Solt Type o
YPa (/o) Cro (s)) (in/hr) (inches) Comments
1 See attached map.
2Total field acreage minus required buffer areas.
31kfer to N.C. Irrigation Guide,Field Office Technical Guide,Section 11 G. Annual application must not exceed the agronomic rates for the soil and crop used.
MRCS, NC
996

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1.
WASTE MANAGEMENT PLAN
AND
WASTE TREATMENT LAGOON DESIGN
FOR
BARNEY RHODES
ROSE HILL, NC
4896 FEEDER TO FINISH
MURPHY FARMS CONTRACT GROWER
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Untied $tate9 Soil n
�(..{l Oeoanment of Conservatio
•� Agriculture Service
OPERATOR: T.P;APu R10d,ti
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly recommended that you,
your contractor, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is expected so that final construction meets plans and
specification and the job can be certified For payment (if cost-sharing
is involved) .
The pad dimensions and grades are the best estimate. The BUILDER or
CONTRACTOR is RESPONSIBLE for final layout and design of the pads. The
Soil Conservation Service personnel will assist in a limited capacity,
as its major concern is the proper design and construction of the waste
treatment lagoon.
a
The actual amount of material required for pads and dam may vary from the
estimates. The design will attempt to balance cuts and fills as close as
possible. If additional material is required after construction is complete
on the lagoon, the contractor and owner will negotiate on the price and
location of borrow area.
1yz,z/7
NOTE: Design Requirement: cu.ft. = cu.yds.
/*3o7
Estimate of Excavation: cu.ft. _ _cu.yds. per
/,a r e�d-BfUca •
Estimate ofJ06dr-/6 Dike: cu.ft. = /3DYP cu.yds.
nc.tAaC— /{ l Xc toVo.`l� •fed+..
/ : Rat ion
(�-,ecrt , Ian, �-ouerorl---2ltlLLeLes l�r..P "ril�
Job Class 2 �'a ove✓��� evc�UaHc*
Vpl.�wLe= gfPr°Y-.
Date 37S
Designed By -tVir _ ( y 3
Name
Design Approval
,�`;� d�
ame I/
�) �( {?a4 Fitt No'r CtY.10WrEp DU E. Date
-Tb FI601�6 80r61 cu'tl d- FILL- on1 ,04p. S/N[f AW P1 mil X),4n"1J r:r SC,4'6
/W7111.4Ep� PA-'b 6GCO AeC_ ^a17 ,llVe_.IDlur d.0 & 440>0 LLV. 3py ,nnra/ d C",A-iLJ
&Je4 ah p�w�Ln.M G(l�Cta�u �trrnj /tL/cfePekra {rQ
4he P oO Ca,vN 4--e '�ux LJ cut 9 w!e o[,1-•1 /„co- mti 4� p-4
OThe Sao Conservation S*m e sk 1 {.•!,, �Ae cl,h'l' r�2ceS .�-� ,�/1.�� 14 s/or f, 11 r1
is an agency of the /�•'pb—��(JdD 3 M 6F(- r EL 1 `F peaanmen,of Apnawtute q� -p_1t( ,/� /Y (
2C�CLL�L 1Mo� ILGC (✓I L� /.

erator �BA FP*NEY RHODES County: DUPLIN
Distance to nearest residence (other than owner ) : 3000.0 �eet
1 . STEADY STATE LIVE WEIGHT
0 sows <farrow to finish ) x 1417 lbs .
0 sows (farrow to feeder ) x 522 lbs.
4896 head (finishing only) x 135 lbs.
0 sow� (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder ) x 30 lbs . = 0 lbs
TOTAL ST' ADY STATE LIVE WEIGHT (SSLW) = 660960 ] bs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 660960 lbs. SSLW x Treatment Volume(CF) /lb . SSLW
Treatment Volume(CF) /lb . SSLW= 1 CF/lb . SSLW
Volume = 660960 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volumecubic feet
TOTAL DESI8N VOLUME
ns id e top length 663.2 feet ; Inside top width 20�' � feet
Top of dike at elevation 54.0 feet
Freeboard 1 .0 feet ; Side slopes
Total design lagoon liquid level at elevation 53.0 fee�
Bottom of lagoon elevation 43.5 feet
Seasonal high water table elevation 45.8 feet
Total design volume using prismoidal formula
SS/EN D1 SS/END2 SS/SID E1 S' /SIDE2 LENGTH WIDTH DEP�H
' 3.0 3.0 3.0 3.0 ' 657.2 194,2 95
AREA CF TOP
LEN8TH * WIDTH =
657.2 194.2 127628.2 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
600.2 137.2 82347.4 (AREA OF BOTTOM>
AREA OF MIDSECTION
LENGTH * WIDTH * 4
628.7 165.7 416702.4 (AREA OF MIDSECTIO�� * 4)
CU. FT = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
«` ^ ^ 416702 4 82347.4 1 .6
' 127628.2 .
VOLUME OF LAGOON AT TOTAL DEGIGN LIQUID LEVEL
w»r mlaro cs*n 4 ^ ,rm~jr*,m 0 A J,r .r,.,/�

^
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagonn ( top of dike)
Length * Width =
663,2 200,2 132772.6 square feet
Buildings (roof Id lot 'water )
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 132772.6 square feet
Design temporary storage period to be 180 days .
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.0C136
Volume = 660960 Lbs. SSLW * CF of Waste/Lb . /Day
Volume = 161410 cubic feet
n�.�. Volume of wash water
This is the amount of fresh water used for washing flonrs or vclume
of fresh water used for a flush system. Flush systems that ,ecirculat+
the lagoon water are accounted for in 5A.
Volume 0.0 gallons/day * 180 days storage/7.48 gallons
pe' CF
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evapnrat ion by Wryest amontoW.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 77450.7 cubic feet
~
� .
_

5D. Volume of 25 year - 24 ho ur On
Volu�e = 7 5 inches / 12 inches per foot * DA
Vo�vme = 9298�.9 cubic feet
7,OTAL REQUIRED TEMpORARY STO�AGE
5A. l61410 cubic �eet
5�. 0 cuhic feet
5C. '77�51 1.3 feet
5D. 82983 cubic feet
TO�AL 321844 cubic feet
6. SUM*%4ARY
Total required volume 982804 cubic feet
���
Total desiqn volu�e avaii . 992240 cubic �eet ��»a/y /^ ���
voIume plus
A� ele oi `
Total desigo volo�e less 25y`'-24hr storn i � p0�257 c '� ' . ' '
At elev. 52.3 feet � Volome is 9C4148 c''� ic feet ' �t ^ � '` - -
Seasnnal hjgh water table elevation 45.8 feet
7. DESIGNED BY: �3x� �� APPROVED BY:
)m/ -
D­lTE:
"��*� ^�,
NOTE: SEE ATTACHE0 WASTE UTlLIZATI`]K pLA�
_ _

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OPERATION AND MAINTENANCE PLAN
------------------------------
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 52.3 as marked by permanent markers. Stop pump-out when
the fluid level reaches elevation S�-3 54,e- 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.

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 4.0 ACRES
USE THE SEED MIXTURE INDICATED:
0.0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0.0 LBS. "PENSACOLA" BAHIA GRASS @ 60 LBS. PER ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 30
32.0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
120.0 LBS. RYE GRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE)
160.0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000 LBS. OF 10-10-10 FERTILIZER (1000 LBS. PER ACRE)
8.0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
400 BALES OF SMALL GRAIN STRAW (100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVING 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 BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

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*,-;agas.nstq�-seepage-,
when areas of -unsuitable material -are', encountered;`' they -will:,.need;yto
be excavated, a .minimum- of--one (1) .,foot, below;*grade'''and fbackfill'ed,•'�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. 4%n
Vegetation: y
-----------
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

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US Departmentof Agriculture NC-CPA 16
Soil Conservation Service 4-92
ENVIRONMENTAL EVALUATION
Land User/Owner A06 County '
Location/Tract & Field Number Acreage
^repared by0;.05- Date
Brief Description of Planned Practice/RMS/Project Measure:
'Li-La
Environmental Factors and Resources to Identify and Evaluate .1/
1. Is wetland included in the planning area: - (References: NCPM;
190-GM 410.26; Hydric soils list; Classification of Wetlands and
Deepwater Habitats of the U.S. ; National Wetlands Inventory Maps;
NFSAM.
No
Yes If yes,
-- Identify types present
-- Attach environmental evaluation showing what effect
planned assistance will have on wetland and how this
assistance is within policy
-- Have needed permits,,(CAMA, DEM, Corps, etc. ) been
obtained by the landuser?
-- Make sure no planned practices will put the landowner in
violation of Swampbuster
2. Endangered and/or threatened species: (References: 190-GM
410.22; Technical Guide Section I-i(13) and Section I-vii
_ No Yes
-- Identify species whose range and habitat needs indicate
they might occur in planning area
-- Identify on map any designated critical habitat

Is- a designated natural or scenic area included in the planning
area- or will planned actions impact on an adjacent natural or
scenic area? (References: 190-GM 410.23 and .24)
No
Yves. - If yes., encourage- landuser to, consult with concerned
agencies.,, societies, and individuals to arrive at
mutually. satisfactory land use- and, treatment.
4. Does.. the- planning. area. include.. the. 10Q;-year,• flooA. plain?
(References-- NCPM•;t 19.0.E-GM 4.10.25:;. HUD, Flood Plain, maps);
He
xeS_ If. Ye ,r
-�- Is, the. assisted action. lil-•ely to have. significant
-- advexre, effects;-or r e ist�ir�g: natural and: beneficial.
values-. in, the. flo.Qd. ptain?-
T - Is, there a. practical_ alternative: outside. the. flood
-- Has; the- flwd plain.: been: used for agricultural
production, for at least. 3. of: the. last 5. years.?
.. Is an, ax�chAeal:og cal or historical site located' in. the. planning
area:?., (References:, NGPM.;: 420-GM 401 National Register. of
I��stori;c Places),
NA.: l
Yes: - I f, yes,,.. have, steps, been; taken; to ensure the
protection: of this area?' Gem
6.._ Are-.. there, any prime,. unique,. or.- locally important farmlands: in
the. Qperat.ing: unit?, (:References: 310-GM').
No.
.es f .es. ident f on: a. soils map.. or- legend..
�U
.. _ X.. . Z y. ,,. y P g
T... W. 1.J;_ the: action. result. in. sodbustinq?•
No: Yes
8.. Will. the: action. result in. swampbusting?
No Yes'
Is there: a potential' for- controversy.? From. whom?
No, Yes-. Aoto4 dJ`J'

i
-' 10. Are permits required?/Should the person contact permit agencies?
+ IV No Yes
J When an environmental factor or resource is identified on the
site, the user will refer to the appropriate reference for policy
and document the appropriate action in the notes portion of this
form.
NOTES, DOCUMENTATION, FOLLOW-UP
n �d �N am C-elar
6�0�

O -J0-9" (=RI 1C�:LJ? F. 03
UNITED STATES Soil 4405 Bland Road
DEPARTMENT OF Conservatlon Suite 205
AGRICULTURE Service Raleigh, NC 27609
SUBJECT: CPA - Minimal Effect Determination DATE: October 28, 1992
Post-Approval for Barney Rhodes
TO: Mike Sugg FILE CODE: 180
District Conservationist
Kenansville, NC
This is to let you know that your recommendation for a minimal effect
determination for approximately .75 acres on the Barney Rhodes tract
is approved.
The exemption is granted based on the evaluation and determination
that the actions involved would not result in significant biological
or hydrological impacts on valuable wetlands. The US Fish and
Wildlife Service has reviewed this site in the field and concurs in
this determination. A copy of their report is attached for your
information.
Please provide written notification to Mr. Rhodes and the ASCS County
Office of this decision. You should also report the minimal effect
determination in the SCS Progress Reporting System in accordance with
accepted policy. I
The producer should be advised that this exemption is for Farm Bill
Swampbuster Provisions only and that state and federal permits may be
regtliked for th planned activity.
Coy Garret
St a Conservationist
Attar ment
cc: L.K. (Mike) Gantt, USFWS
John Dorney
Jim Canterberry
Phil Edwards
David Combs

U. S. Department of Agricul" NC-ENG-34
Soil Conservation Service September 1980
File Code: 210 ;
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner RQ rJ1 V43aI County �
Community or Group No. Conservation Plan No.
Estimated Depth of Water-to Top of Dam , id• Ft. Length of Flood Pool G ss' Ft.
Date of Field Hazard Investigation
Evaluation by ?reach of flood plain downstream to the point of estimated minor effect
.from sudden * dam failure.
• 7. Est. ev. st. evati on
•
. Kind of :'Improvements: of 'Breach
Reach: Length: Width: Slope: Land Use . Improvements Above' . ':Floodwater Above
flood Plain: -Flood Plain
• Ft: . Ft. % Ft. Ft.
•
•
Describe potential for 1 oss"of 1 i fe and d .4 to existing or probable future downstream
improvements from a sudden"breach �.sri� !�•
Hazard Classification of Dam(1a b, c) (see NEM-Part 520.21)
zQ °•Classification (I, II, III, IV V)
By
Date
nam ;�Y (title)
Concurred •6Y Date 9/ 7- .9y
nam title
r NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.

�.. ... r
WATERSHED AREA MEASUREMENTS
• r
-ACRFS PASTURE-ACRES
WOODLAND- • •• r • • • •
SKETCH OF •• -• r •• r SHOWING WliERE BORINGS WERE MA.DE .. . scale 111=-feet)'
■■■■■■■ ■■■■■■■■■■■■■■■■■■
MENEM NEEMENEEMENEEMEENE
■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■■■■
BORING NUMBER AND PROFILE
NoAe and list dam-site and spillway borings fftf.Men ponded arva and borrow pit 6onlngs-separate with &vrocal rwd line.
(Confinued on back where necessary) Sleow uwtcr sabl#elevations on dam-site 6orings.
JA
�!�!°��I��Im1:R#.�I .I.i��r•D•1��.1-'-I.i���l.i.i■�
l®�'1:■■I���®k�l ■I�i�li�ll�f�l�f�{�I��I■l�I�I©
�!!�l�{tl��I{��l■�!''■�l�l�i!�!!■1■1■i�;�ll�!■ICI■
�A!11:l�ll��l�l��lll��l��1E'�!'�ll�All�!l�i�s�l�l���l�l�l�l■
lam,, ' 01M.1-0!''�J I®E;®®MSEMINUESEINIMI■
ft
ZZMAIN'
� AA ,
CIO■i�;�l�la■I��■i■I
;, it

TYPES OI .ATERIAL ENCOUNTERED IN BORINGS `
(Use one of systems below)
UNIFIED CLASSIFICATION USDA CLASSIFICATION
GW-Well graded gravels; gravel, sand mix g-gravel
GP-Poorly graded gravels s-sand
GM-Silty gravels; gravel-sand-silt mix vfs-very fine sand '
GC-Clayey gravels; gravel-sand-clay mix sl-sandy loam
SW-Well graded sands; sand-gravel mix fsl-fine sandy.loam
SP-Poorly graded sands 1-loam
SM-Silty sand gl-gravelly loam
SC-Clayey sands; sand-clay mixtures si-silt
ML-Silts;silty,v.fine sands;sandy orclayey silt sil-silt loam
CL-Claye of low to medium plasticity cl-clay loam
CH-Inorganic clays of high plasticity. sicl-silty clay loam
MH-Elastic silts scl-sandy.clay loam
OL-Organic silts and silty clays, low plasticity" sic-silty clay
OH-Organic clays, medium to high plasticity c-clay
L Suitable material for embanlaneut is available [:]Yes.. No findiaate where located on the sketch on
rwerss side)
REMARKS: /V o S 1 e X i �~„///� i✓ I9 r m o�-r 7" a` �y bdA xA-4 .c A
y C
5o'k PC'')Vti/IIV C, �-iq/v, O
e5��40-/ Ar& IvA✓D4000O M 1 N1/n4PM Zo"I n
P19cf-79#41:2 /.IV 4f c,7 o � r,0�cs
7ten
does 'c/vim T2.Explain ds reqg sppecial afion edesigu (Seepme.sprina..rwA crc)
Du A io ),O/"o ae'4111 o•ovv AID 9117)OwIf >9 s y srdc
&/1 T1► Go jt L 06,17 oV, / I w"k Pa&7/° 1-*_',e4vd,7 loce 1j,0/A/4;' T.
IC.. 40,
d/Yf/��It!D /ter G
GENERAL REMARKS:
24 25 26 27 28 29 30 31132 133 34 35 1361137 38 39 40 41 42 43 44 45 46 47 48 49 50 51
I

l�• United States Soil
� Department of Conservation P. O. BOX 277
Agriculture Service KENANSVILLE, NC 28349
TELEPHONE [phone]
--------------------------------------------------------------------------------
WASTE MANAGEMENT FACILITY SITE EVALUATION AND MANAGEMENT PLAN
TO: PRODUCER B O-qh%Z041,
17L 3
LOCATION OF SITE . O"LLO
SIZE OF PROPOSED OPERATION
S&4UR..()txA0.,,,0 LD;.0 n L-&0Z,
IS SOIL SUITABLE FOR LAGOON? YE NO SOIL CLASS. otL. -� O
DISTANCE FROM THE LAGOON SITE TO NEAREST RESIDENCE OTHER THAN LANDOWNER OR HIS
TENANT �+O 6 b ?4- �' R�rs•Q.tA�tz
NUMBER OF HOUSES WITHIN 2000 FEET OF LAGOON SITE
ACREAGE/CRqX REQUIRED TO PUMP EFFLUENT 2► $ A e- e �
DOES LANDOWNER HAVE ENOUGH ACREAGE YES NO p� ,
IF NO, DOES LANDOWNER HAVE ACCESS TO MORE ACREAGE? YES NO
WILL FACILITY INVOLVE' ALTERING WETLANDS? YES NO
IF THE ABOVE QUESTION CONCERNING WETLANDS IS CHECKED 'YES', THE LANDOWNER IS
HEREBY ADVISED THAT THIS CONSTRUCTION MAY REQUIRE PERMITS FROM THE ARMY CORP OF
ENGINEERS. IT IS THE LANDOWNERS RESPONSIBILITY TO DETERMINE IF PERMITS ARE
NECESSARY AND TO OBTAIN THE REQUIRED PERMITS. THE ARMY CORP REPRESENTATIVE FOR
DUPLIH COUNTY IS:
JEFF RICHTER,
US ARMY CORP OF ENGINEERS
P. 0. BOX 1890
WILMINGTON, NC 28402
TELEPHONE [phone]
u
LANDOWNER IS RESPONSIBLE TO DETERMINE IF ANY LOCAL OR STATE ZONING ORDINANCES
AFFECT THE LOCATION OF THIS FACILITY.
DOES SITE MEET SCS CRITERIA FOR WASTE TREATMENT FACILITIES. YES
NO
ADDITIONAL COMMENTM D b W s •
04 10.P"66 Ao�..,
THIS APPROVAL IS VALID FOR 60 DAYS FROM THE DATE SIGHED. IF DESIGN HAS NOT BEEN
COMPLETED WITHIN THIS PERIOD SITE WILL BE RE-EVALUATED AT THE TIME OF DESIGN TO
ASSURE COMPLIANCE WITH SCS STANDARDS. LAGOON WILL HAVE TO BE 750 FEET FROM ANY
RESIDENCE OTHER THAN APPLICANT'S AT TIME OF DESIGN.
The Sol Conservation Service
vIs an agency of the y,.
Department of AQricutture SIGNATURE ' !+ IA DATE

1 \
(02.01-31) %w 'V1TED STATES DEPARTMENT OF AGRICULTURE \ Orm Approved-OMB No.0560.0004
HI LY ERODIBLEJLAIND(CONSERVATION (HELC) AND WETLAND------:-
CONSERVATION (WC) CERTIFICATION '
1. Name of Producer ; : 2.Identification Number 3. Crop Year
YES NO
4. Do the attached AD-1026A(s) list all your farming interests by county, and show current /
` SCS.de1'�rminations? If"A cantvc'ryou;�Co'unty'ASCS Office-before'compJetint; this fvrm. V
5. _Are.yournow.applying for,.or.do.you have a-FmHA insured.or�guaranteed loan?.
have a crop insurance contract-issued or reinsured by the Federal Crop "
Insurance Corporation?
7..�,Aie�:you.a laiidlprd,on any.farm_•listed..on.Ap-102A.that will.,not_btr;in compliance with
I I.
HELC and WC provisions? �' ✓
as a—HELC-exemption*been approved on any farms--listed ooI�-1� �A•because the ~�
{ landlord refuses to comply? -
9. List here or attach a list of affiliated persons with farming interests. See reverse for_an,_4`^?_flnt% _b!Ef,inA
- explanation. Enter"None" if applicable.
If items;?or�&,are answered"YES",circle the applicable farm number on AD-1026A.
During either the crop year entered in item t3 above,or the term of a requested USDA loan:-
YES NO
10:-.-.-JJViII you planter pmiu�cemmgriaultural.tommodity oiMland fq�&hich�,highly erodiblt,oll : .., , ' �oc�co
1 _--_. -land.-determination has not.been.made? -__- _ -
11. Will you plant or produce an agricultural commodity on any land that is or was a wet area
on which planting was made possible b draining, dredging, fillip or leveling or an other": '
P g P Y g� g g. g� g Y _
means after December 23, 1985?
► 12. Will you,or have you since November 28, 1990, made possible the planting of any;crop,
pasture, agricultural commodity,or other such cro b (a)converting any wet areas b
draining,dredging, filling, leveling,or any other means,or, (b) improving or modifying a
drainage-system.
....__. _ ..__.__.. ...__... _._- - -- • -- - -
13. Will yyou convert any,wet areas):or fish production, trees, vineyards, shrubs buildin
consfMC�ion;� ` 'her A6h ag' `ifitural'u ,' f �;
� � . a 1 3t4
I "YES"for any one of these items,sign and date in item714 below.,Circle the applicable
�Jf•answers to items!10, 11;►1,,jo
.tract number on AD-1026A,or list in item'j 2 on AD-Y025I4:'ASCS wjifTefer this AD1026
12 or 13-are `
a W(Wicvl;et X5,/V?l,u�1y!;E;t ;r tyy SCS for a determination. DO NOT sign in item 16 unftl SCS determination is complete.
nsin rn rs1 r.i""'I ENO"for all of these items or SCS determinations are complete,complete item 16.
I hereb v certhl that'the above Info 'lon,and the Information on attached AD-1026A's, Ys trlue and correct to the best of my
14. Sigiihturwof .. ,.
�- owl' and belJel:. _. -•+
Producer , ' .� bate
0 to r ed i"nature of ASCS Representative
15.Referral To SCS Enter a. ."rf a SCS determination is needed because �'! ;� ' _ I,r.•;1
' (Co"rripleied byAs s)--1 L-Yde-is answered in item'10,11, 12,or 13.
NOTE:YBeforesigning,in item a6;Read AD-1.026'Appendix.all+�' f.lr nu:�i t►�,:;�<�,w I.r►�r:lrr::_ �;s.:r.r�
I hereby c6416P%ak the above Inforrimatlon,and the Information vn'-bttached AD-f626A s, ls'true and correct to-he best of my
knowledge and bellet It Is res onsiblllt��o'flle'a=newllD-I't026Yn`the'eileiit Mere gee an khan'es 1n m'fM min
g Y P Y Y 9 Y 9'
operation(s). In signing this form,I also certify that I have received and will comply with the compliance requirements on
16. Signature of AD-1026 Appendix.
Producer
Date
17.Remarks:
SCS COPY

1. , ,' ,.r. i~��hr'�:.''tIs '♦ 's;.�lz i'�',� _ .___ _,
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1 \ :, `dt}i i ,: rrr iN.•, f�!i „fh .b^y�y'>, � . n+hie%>;th. ]�. ,j�f
4 „ t..,'. y�,''I'J`Y�,\ r,�;1ui • '• /`` 4 ° ��N 'r1.:�li �= _ I '_'7rt.'r
't"" M J. t \ r�Vl`�rJ�(r' S' �� ,�jY:'CjL� F' 4J v ,'ti' •'' r,„: �.. -
ti• •• �4. .,t' t•dtiy,. r .. '•'Y .-r
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\ ri A
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\ < qAV
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- ,.. r s r t . . 4%' l ♦ ,r • - I • I
�„� ft ay,�'•t�,ts�� � :L}y '�.j'k,- E •,'si: wYI4- £t� y �i.,�:�rf'.t•,- Id,� ,r, L _
T# 4gral�'.�r i � r � • .;in'i,'�':,vwh i'+ f.I "r�,4i J x.
'yr �YJ , ,✓ ••Mf ( t R t `f „.}ri I
EV. ,�1
l�l� �� .:�'L� .,�`r_s K . �.r• .+t ri� i' �/ e�F, •�ri J�J9�X
?, ,�. r•.�.�4�*S`�..�: e y � H J 3,.Y��fi�`..� ti, r/f�'��j�j �✓��'z i� Via-' 6
r ! �...a.r7�t9 . FJr Y ai i )t r - i vf:.f�i t l,� If-! �y4}f•.: dr'`*:.
A.itl.li y4�;}�- }..' w•}, .}• �~l� rz -;,r*'y+3}! J' � te. ,
lr•f'�`� t7 .+'Z / V''® r.x��`$r. ✓'' ,'�' { r a C� -,. frI`
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fr�f ;� ' •.F � �L 1. < s 4 LZ�' ` r,�` `•fl r � �. / S ,•-
t�, ` �4ii.a.'• a •. A'
14
14.
., r ? A?.` �•j � t .t��tY s''YY`ryrn !� •• .' y,. 3 ,n f.,,li, v
r �•�<tli�il l'"'�u�-. T�vrt, ^1t 'i�'4\1 - 4 Jj ' ' � 'C•*�"`\• i A
! �`}. r R •lit ivf( � l�' r).il
♦J S, ram. .` Y,T.r��n �d ''• S. ">N'
:. fr: r 7Y P"C�A• ���`..`eel'..'..'.. �y.y q,�v(� v� } i�1'�.,
��! - .� t .•, _ :rrrit�lfl'7•.IirS� ,'"�i°�tir'YarJY•i:.- tr�$5�4����..! �.�f1*7.�lii. .'�rl:. .. i'�V(..'

...............
SC OA-026 1. Name and Address of Person
Pi 54 111k
2. Date of Request
ll
.IWService (June 91)
,,­ILY ERODIBLE LAND AND WETLAND 106 3 ounty
CONSERVATION DETERMINATION
A,
4. Name of USDA Agency or Pearson Requesting Determinat' 5. Farn,No.and Tract No.
SECTION 1-HIGHLY ERODIBLE LAND
FIELD NO,(s) TOTAL ACRES 6. Is soil survey now available for making a highly erodible land determination9 Yes No TOTAL ACRES
7. Are there highly erodible soil map units on this farm? TIDStn No
❑
8. List highly erodible
fields that,according 10 AZJL;,'j records,were used to produce an agricultural commodity in any
crop year during 1981-1 9s5.
9. List highly erodible fields that have been or will be converted for the Production of agricultural commodities=and,according to ASCS records,were not used for this Purpose in any crop year during 1981-1985;and commodities
not enrolled in a USDA set-aside or diversion program.
10. INS Highly Erodible Land determination was completad in the: Office
2 ' Field El
SECTION
11. Are there hydric soils on this farm?- Yes FIELD NQ.(S) TOTAL ACRES
i,.No
12. Wetlands(W),including abandoned wetlands,Or Farmed Wetlands(FM or Farmed Wetlands Pasture(FWP)'
Wetlands may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
farmed and maintained in the same manner as they were prior to 0
abandoned. . December 23,1985,as long as they are not
13. Prior Converted Cropland(PC). Wetlands that were converted prior to December 23,1985. The Use,management,
drainage,and alteration of prior convened Cropland(PC)are not subject to the wetland conservation provisions unless
the area reverts to wetland as a result of abandonment.
14. Artificial Wetlands(AM. Artificial wetlands includes irrigation-induced wetlands. These wetlands are not subject
- to the wetland conservation provisions
r15. Minimal Effect Wetlands(MM. These wetlands are to be farmed according to the minimal-effect agreement signed
at the time the minimal-effect determination was made.
16. Mitigation Wetlands(MIM. Wetlands on which a person is actively mitigating a frequentl cro converted between December 23,1985 and November 28,1990. y pped area or a wetland
17. Restoration with Violation(R -ye . A restored.wetland that was in violation as a result of conversion after
November 28,1990.or the planting of an agricultural commodity or forage crop.
18. Restoration without Violation(RSM. A restored weuand converted between December 23,1985 and
- November 28,1990,on which an agricultural Commodity has not been planted.
19. Replacement Wetlands(mrvv), wetlands which are converted for purposes other than to increase production,
- where the wetland values are being replaced at.second site.20. Good Faith Wetlands(vrw+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetland has been restored.
21. Converted Wetlands(CW). Wetlands convened after uiitCeri 23. 1985 and Prior to November 28,1990. In any
year that an agricultural commodity is planted on these Converted Wetlands,You will be ineligible for USDA benefits.
22. Converted Welland(�CW+year). Wetlands alter November 28,1990. You will be ineligible for USDA
Program benefits until this wetland is restored.
23. Converted Welland Non-Agricultural use(CWNA). Wetlands that are converted for trees.fish Production,shrubs,
- cranberries,vineyards or building and road construction.
24. Converted Welland Technical Error(CWTE). Wetlands
by SCS. I determination
25. The planned alteration measures on wetlands in fields
with FSA. are considered maintenance and are in compliance
26. The planned alteration measures on wetlan.s in fields
installed will cause the area to become a Convened Welland(CM See item 22 for information on CW+year.
are not considered to be maintenance and K
27. The wetland determination ------
28 Remarks completed in the office El field Pnncl was deliveredo mailed 0 the person on
29. 1 certify that the above determination is correciand adequateI f,7r=LeinderemLining[30 S.
IV�rlondr Farmed Wetlands and parmtd Wetlands
lGi , I I I �I SCS��� :District� : � 1 Conservationist 31.
eligIbiblyfor USDA program benefits,and that wetland hydrology,hydricsoils. Date
"dropny,c vegetation undo,normal circumstances- 11. and
exit)on all areas outlined as
Pastore.
Assistance-and"�ramsorzne.5011 Conservation samimavallabA,Wfthoujregerdto�' -2-
0 nigard to�' 'on,color,"r,age, Or ftldlwV V
SCS Copy

�►'�°�. United States soil
Department of Conservation P. 0. Box 277
r" N Agriculture Service Kenansville, NC 28349
2121
----------------------------------------------------------Telephone 91929
- _ -- ----
en 2-
0 GA
1. I ' 3
Dear --ml r. h dj P,)
Enclosed is your copy of a wetland determination for tract on which you
indicated your intent to clear some land. The attached map has been delineated
to show the area(s) in question. Each area to be cleared has been identified
with a symbol to denote its classification. Below is an explanation of the
various symbols that may pertain to your map.
Wetland - Area is a wetland and should not be cleared
if you wish to remain eligible for USDA programs.
W - Wetland that can be Farmed - Area was cleared and
drained prior to 12/23/85 and area can be farmed
as long as no additional drainage is installed.
Existing drainage, as shown on map, can be maintained.
11"�NW - Non wetland - Area is non wetlan d and can be cleared
and planted without violating Farm Bill.
NW - .Non wetland-- Area has hydriiP soils but is non wetland
due to hydrology modification prior to 12/23/85. May
need to check with the US Army Corp of Engineers or
the NC DEM to determine if additional permits are
necessary.
CW - Converted Wetland - Area was cleared after 12/23/85.
Can be used for grass production but cannot be used
for annual crop production without losing eligibility
for USDA programs.
CW_ - Converted Wetland after 11/28/90 - Area was cleared
after 11/28/90 and is a converted wetland. Clearing
constitutes a violation of the 1990 Farm Bill. In
order to regain eligibility for USDA programs, area
must be restored. Consult with the SCS about an
approved restoration plan before beginning any
restoration.
I have tried to make this determination as fairly as
possible.
believe this determination is incorrect, you have therightto appeal. To you
appeal send me a brief letter explaining why you believe this determination is
incorrect. Send the letter to the address on the letterhead. This letter
should be received within 45 days of your receipt of this letter.
Sincerely,
`O The Sol Conservation service
\� is an agency of the
Department of Agricutture Michael E. Su
99
District Conservationist

MARION SANDLIN LAND SURVEYING
P. 0. Box 1 , Hwy. 41
Chinquapin, N. C. 28521-0001
Office : 919-285-5599
Residence : 919-285-8598
November 10 , 1992
U. S.D.A. Soil Conservation Service
P.O. Box 277
Kenansville, N.C. 28349
Attention: Michael Sugg
Reference : Barney Rhodes ' property located at the end of N. C .
Secondary Road No . 1954 .
Dear Mr. Su
gg :
As per measurements made by me , the acreage of the area that has
been logged exceeds 42 acres .
I stopped measuring when I got close to 42 acres . From that point ,
I estimated at least an additional 10 acres more that has been
logged ( 52 acres total that has been logged ) .
If you see any problems or you have any questions , please do not
hesitate to call .
Sincerely,
a-r- -� A. 0tIJIS31110111f
Marion L. Sandlin, Jr. , R.L. S. , L-2941 ���' �N CAR ''�
° St1�F•
Y .
cc : Barney Rhodes '
Sr kL
-Z.�4 1
c '
+
•. � O�8
-y�%/ Sv t 1`�

CROPLAND
•• . . ACRES TIOTAL-ACRES •• . • • • •
SKETCH OF PROPOSEWPOND SHOWING WHER BORINGS, WERE MADE (Appror-sWe l"=_feet);
Locate re(erimcc poln( an center line of dam and Identify an skekk
■■■■■■■■■■■■■■■■■■■■■■■■■■
OEMBORING NUMBER AND PROFILE
HoAt and list dam-site and spillwau borfngs firs(.(hen panded arc4 and borrow pi(borines-separate wltA VeWcal red line.
i�t'�:i�®®■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■■■■■■■ ■
(Continued on bacA wACMIASC�sSarv) SAow water 1*614 ckuations art dam-site borings.
Mimi !MIN-RUNIMIMMM IMIE"NIMMIMIN
®�l�I�I���+ i ■���I�I�i�1�f•I�I�=�isl�l�l■
�i "!!■lam■1��■I��l�l�I■I■lei©I�!■lam!■1■1■1■I�
®�li�i�i��; . �Ir'���!■ I�I�I�i�lwi���l l�f�l�
MINIM' !al.010 Em��I�I��l1�1�1�1���I��1�1■
1�® 1�1�1�1►�'.�' l�l� '�I�l�l�!C3:1®11�1�;�1�1�1�1�f�

|'
Marlr,,. Padgett
~
Sw7/eyb:g SobdWIson 19mxudh\Q{k Layout, Fmou Surveys, Cuxmobuuu' nxx &TOpographle Surveys| '
December 31, 1996
� .
. . .
/ Rs: B and C Farms
.
Farm Tract No. 72147
i
To Whom It May Concern:
' In regards to the above referenced farm, this letter iss tu
� certify, a total area oF 41. 5 acres of Coastal Bermuda
Pumping Fields (Field "A" 7. 7 acres, Field "B" 11. 7 acres,
/
Field "C" 16. 5 acres and Field "D" 5. 6 acres) . This area has
.
been computed from an aCtual field survey and does not '
. include any Lagoons or Hog Houses.16
. ` .
'=^
,
. .
uan
. L '
^ .
. ` .
eq
. .
'
.
.
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.
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'
(
' 106 NORM TOJSAIl^DIUV0
POST OFFICE 13OX 2219
S']RrMY. N.C. 20445 '
_ DBl9) 328-1967

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INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids H`nush system is designed and operated
sufficiently to remove accumulated
soiids from gutters as designed.
f.}-Ke'move 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 H-iVl8lntain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
H-Crean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues () Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
()Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes () Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e.inspect for and remove or break up accumulated
solids as needed).
AMIC--November 11 1996

Jry Manure Handling Accumulations of animal wastes () Remove spillage on a routine basis(e.g.7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles.
() Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked+<p-e'rtain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
a downer Signature)
d L Fa y'vot,
(Farm Name)
3 ) - 9 0
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
rIlIC--November 11, 1996

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
ource Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production (y'Vegetative or wooded buffers;
ecommended best management
practices;
LI-G�od judgment and common sense
Animal body surfaces Dirty manure-covered animals () Dry floors
Floor surfaces Wet manure-coverod floors floors;
t7 waterers located over slotted floors;_
(}Feeders at high end of solid floors;
MISCrape manure buildup from floors;
O Undorfloor ventilation for drying
Manure collection pits Urine Sequent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition () Underfloor ventilation
Ventilation exhaust fans Volatile gases; (fin maintenance;
Dust W-Efficient air movement
Indoor surfaces Dust (4-Washdown between groups of animals
O Feed additives;
O Feeder covers;
() Feed delivery downspout extenders to
feeder covers
Flush tanks Agitation of recycled lagoon () Flush tank covers
liquid whiles tanks are filling () Extend fill lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater ()Underfloor flush with underfloor'
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon () Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling ()Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater (}Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater ()Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions Wiper lagoon liquid capacity
Biological mixing (�rrect lagoon startup procedures .
Agitation �linimum.surface area-to-volume ratio
M nninimum agitation when pumping
() Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation Irri ate on dry days with little or no wind
Wind draft inimum recommended operation pressure
(Trump intake near lagoon liquid surface
() Pump from second-stage lagoon
JC--November 11, 1996

rage tank or basin Partial microbial decomposition () Bottom or midlevel loading
.r.7
.rface Mixing while filling ()Tank covers
Agitation when emptying () Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition () Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying () Remove settled solids regularly
Manure,slurry or sludge Agitation when spreading {) Soil injection of slurry/sludges
spreader outlets Volatile gas emissions ()Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure,slurry Volatile gas emissions while drying ()Soil infection of slurry/sludges
or sludge on field surfaces {) Soil incorporation within 48 hours
()Spread in thin uniform layers for rapid drying
() Proven biological additives or oxidants
Dead animals Carcass decomposition (-Proper disposition of carcasses
Dead animal disposal Carcass decomposition () Complete covering of carcasses in burial pits
pits () Proper location/construction of disposal pits
Incinerators Incomplete combustion () Secondary stack burners
Standing water around Improper drainage ra a and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads arm access road maintenance
('"4s
from farm access - -
Additional Information: Available From:
Swine Manure Management;0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge--Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse--Lagoon Treatment; EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock-Manure Treatment and'Storage;EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assuranc Program:NPPC Manual NC Pork Produces Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies;PR0107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices hav been reviewed with
( caner ign ture)
AMOC--November 11, 1996

MORTALITY MANAGEMENT METHODS
(check which method(s) are being implemented)
( ) Burial three feet beneath the surface-of the ground within 24 hours
after knowledge of the death. The burial be at least 300 feet from
any flowing steam or public body of water.
(%—+`�Rendering at a rendering plant licensed under G. S. 106-168.7
( ) Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of a size and
design approved by the Department of Agriculture.
( ) Any method which in the professional opinion of the State
Veterinarian would make possible the salvage of part of a dead
animal's value without endangering human or animal health. (Written
approval of the State Veterinarian must be attached)

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) [phone]
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (MRCS) [phone]
COOPERATIVE EXTERSION SERVICE (CES) [phone]
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters
or leave you property to consider that you have a problem. You should make every
effort to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that cause the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C_. Leakage from the waste pipes and sprinklers-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Close*valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps. .
D. Leakage from flush systems, houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed
to flowing leaks-possible action:
a. Dig a small sump or ditch from the embankment to catch all
seepage, put in a submersible pump, and pump back to lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill
holes and compact with a clay type soil.
c. Have a professional evaluate the condition of the side walls and lagoon
bottom as soon as possible.
1

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies..
a. During normal business hours call your DWQ regional office; Phone - -. After
hours, emergency number: 919-733-3942. Your phone call should include: your
name, facility number, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of
the spill, weather and wind conditions. The corrective measures .that have been
under taken, and the seriousness of the sitution.
b. If spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Helath Department.
d. Contact CEs, phone number - , local SWCD office phone number - -, and local
NRCS office for advice/technical assistance phone number - -.
4. If none of the above works call 911 or the Sheriff's Department and explain you
problem to them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage.
a. Contractors Name: C 1^nrleS CQA rJe r
b. Contractors Address: iv s �.
c. Contractors Phone:
6. Contact the technical specialist*who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: N C S
b. Phone: D
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
2

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

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

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding 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.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

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

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

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