310413_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non-Discharge General Permit
On September 30, 2019, the North Carolina State Non-Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non-Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3,2019.
Please do not leave any question unanswered Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number. 1-0413 Certificate Of Coverage Number: AWS310413
2. Facility Name: Brown Farm
3. Landowner's Name(same as on the Waste Management Plan): R.R.algl Lazzias ��•ltrr� (�.w�r
4. Landowner's Mailing Address: 860 Fountaintown Rd
City: Beulaville State: NC Zip: 28518
Telephone Number: 910-2984237 Ext. E-mail:
5. Facility's Physical Address: 1061 E NC 24 Hwy
City: Kenansville State: NC Zip: 28349
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"): J C Howard Farms
10. Operator Name(OIC): �t�,�k,✓� L06 ,W r Phone No.: 9 Lp_ M _Ll X?-7 OIC#: 1 b q 6
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 3,300
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

1 3. 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)
LAGOON#1 / 3 3 d A- q�
LAGOON#2 &d
•
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d)to the address below.
The CAWMP must include the following components:
1._ The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the.additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, any person who knowingly makes any false statement,
representation, or certification in any. application may be subject to civil penalties..up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment'by a'fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
4
Name: , 1
wPl Pit'
Signature: Date:
Name: Title:
Signature: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:[phone]
E-mail:2019Perm![e-mail]
FORM: RENEWAL-STATE GENERAL 0=019

Version—November 26,2018
• Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table.Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
F-1 Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
Q A composting system approved and permitted by the NC Department of Agriculture&Con-
sumer Services Veterinary Division(attach copy of permit).- If compost is distributed off-farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only,placing in a disposal pit of a size and design approved by the
NC Department of Agriculture&Consumer Services(G.S. 106-549.70).
a Any method which, in the professional opinionjof the State Veterinarian,would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm-specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options;contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be.done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions(refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency,the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager Date
Signature of nical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
- 07-31-2008 Nam' Orde A0{
This plan has been prepared for: This plan has been developed by:
Brown Farm Ronnie G. Kennedy
Richard& William Lanier Agriment Services, Inc.
860 Fountaintown Rd. P.O. Box 1096
Beulaville, NC 28518 Beulaville, NC 28518
1(910)298-423 7 252-568-
eveloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I(we)understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
04."10 .0n-.
- V
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S.Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
7
Plan Approved By:
3r �y
Technical Specialist Signature Date
.............................
r Preview Database Version 3.l Date Printed: 07-3 i-2008 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 3,059,100 gals/year by
a 3,300 animal Swine Finishing Lagoon Liquid operation. This production
facility has waste storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast 7050
Incorporated 12108
Injected 13334
Irrigated 7663
Actual PAN Applied Actual Volume Applied Volume Surplus/Deficit
(Pounds) (Gallons) (Gallons)
Year 1 79998 31,1923,915 -133,815
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Note: In source ID,S means standard source.U means user defined source.
531465 Database Version 2.0 Date Printed: 02-12-2002 Source Page 1 of 1

Narrative
REVISED ADDENDUM TO WASTE UTILIZATION PLAN
OWNER: MIKE BROWN
FARM NAME: MIKE BROWN FARM
FACILITY#31-413
DESIGN CAPACITY: 3300 FEEDER TO FINISH
THIS PLAN IS A REVISION OF THE 1/7/98 PLAN COMPLETED BY BILLY HOUSTON OF THE
NRCS/DUPLIN DISTRICT OFFICE. THIS PLAN DEPICTS THE WETTABLE ACRES ON THE
FARM AND DISPLAYS THE SAME IN THE CALCULATION TABLES.
THE PLAN AS WRITTEN IS SHOWING BERMUDA HAY IN THE TABLES;HOWEVER, THE
ACTUAL CROP THAT IS ON THE GROUND IS A GRASS MIXTURE APPLIED AS PRESCRIBED
BY THE NC DEPT OF TRANSPORTATION(HWY 24 FOUR LANE PROJECT) SEEDING
REQUIREMENTS. THIS MIXTURE ACCORDING TO REALISTIC YIELDS PROVIDED BY
COOPERATIVE EXTENSION SERVICE IS COMPRABLE TO BERMDA HAY. THE MIXTURE IS
BY ONSIGHT INSPECTION IS BAHAI GRASS AND COASTAL BERMUDAGRASS.
THIS WASTE PLAN COMBINES 10 PULLS FOR A TOTAL OF 24.61 ACRES WETTABLE
(TOTAL FIELD IS THE SAME SOIL TYPE). MONITORING AND RECORD KEEPING WILL
FOLLOW INDIVIDUAL PULLS.
ALL FIELDS MUST MEET MONITORING AND REPORTING REQUIREMENTS WHEN USED.
MR.BROWN PLANS TO APPLY SWINE WASTE IN ACCORDANCE WITH HIS SPECIFIC
WASTE ANALYSIS NOT TO EXCEED THE HYDRAULIC LOADING OF THE SOILS.
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531a65 Database Version 2.0 Date Printed:02-12-2002 Narrative Page 1 of 1

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown,their nutrient
requirements, and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each
field in order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure
applied is included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Depending on the requirements of the crop and the nutrient content of the waste,some nutrients will likely be over or under applied if animal waste is being
utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used to
balance the nutrient application amounts with the realistic yields of the crop to be 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.
ME Fable Vear 1
Nitrogen Comm. Res. Manure Liquid Solid Liquid Solid
PA Fert. (IWA) PA Manure Manure Manure Manur
Nutrient Nutrient Nutrient Applied Applied Applied Applie
Req'd Applied Applied (acre) (acre) (Field) (Field'
Source Total Use. RYE Applic. Applic. 1000
Tract Field I.D. Soil Series Acre Acres Crop RYE I Unit Period N N N I Method Ibs/A RWA tons 1000 gals tons
3275 F1 S7 Autryville 24.6 24.6 Small Grain Overseed 1.0 Tons 10/1-3/31 50 0 0 Irrig. 50 19.96 0 491.22 0.
3275 Fl S7 Autryville 24.6 24.6lHay
Hybrid Bermudagrass 5.5 Tons 3/1-9/30 *275 0 0 Irrig. 275 109.78 0 2,701.70 0.
ToWPmduced 1000 gallons 3059.10
0.
Total Produced.tons 0
Balance,tons 0.
Notes: 1.in the tract column,symbol—means leased,otherwise,owned. 2.Symbol means user entered data.
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531465 Database Version 2.0 Date Printed: 12/02/2002 WUT Page 1

The Irrigation Application Factors for each field in this plan are shown in the following table.
Infiltration rate varies with soils. If applying waste nutrients through an irrigation system,you must
apply at a rate that will not result in runoff. This table provides the maximum application rate per hour
that may be applied to each field selected to receive wastewater. It also lists the maximum application
amount that each field may receive in any one application event.
Irrigation Application Factors
Application Rate Application Amount
Tract Field Soil Series (inches/hour) (inches)
3275 F1 Autiyville 0.60 0.72
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531465 Database Version 2.0 Date Printed:02-12-2002 IAF Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source,the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out,this material must be utilized for crop production and applied at agronomic rates. In most cases,the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting.
Since nutrient levels are generally very high,application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally,effluent spray fields should not
be used for sludge application. If this is not possible, care should be taken not to load effluent application fields
with high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface
water moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels
may also be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acres
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumulation
Swine Feeder-Finish Lagoon Sludge- Standard
Corn 120 bu 150 13.16 41.37 82.74 124.11
Hay 6 ton RY.E. 300 26.32 20.69 41.37 62.06
Soybean 40 bu 160 14.04 38.78 77.57 116.35
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531465 Database Version 2.0 Date Printed:02-12-2002 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The
start date is a value entered by the user and is defined as the date prior to applying nutrients to the first
crop in the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative,the estimated volume of accumulated waste exceeds the
design storage volume of the structure. Either of these situations indicates that the planned application
interval in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
able rage Cat)acitv
Source Name Swine Feeder-Finish Lagoon Liquid Desi Stora a Capacity
Start Date 180
Plan Year Month Available Storage Capacity(Days)
1 1 71
1 2 58
1 3 58
1 4 60
1 5 61
1 6 79
1 7 112
1 8 145
1 9 179
1 10 163
1 11 148
1 12 117
*Available Storage Capacity is calculated as of the end of each month.
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531465 Database Version 2.0 Date Printed:02-12-2002 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches
surface water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type,or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture,
historical data, climatic conditions, and level of management, unless
there are regulations that restrict the rate of applications for other
nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, 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.
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531465 Database Version 2.0 Date Printed:02-12-2002 Specification Page 1 of 4

6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone
to flooding (see "Weather and Climate in North Carolina" for
guidance).
7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events,or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a
manner that the crop is not covered with waste to a depth that would
inhibit growth. The potential for salt damage from animal waste should
also be considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1, 1995 shall comply
with the following: The outer perimeter of the land area onto which
waste is applied from a lagoon that is a component of a swine farm shall
be at least 50 feet from any residential property boundary and canal.
Animal waste,other than swine waste from facilities sited on or after
October 1, 1995, shall not be applied closer that 25 feet to perennial
waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
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531465 Database Version 2.0 Date Printed:02-12-2002 Specification Page 2 of 4

14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
15. Animal waste shall not be discharged into surface waters,drainageways,
or wetlands by a discharge or by over-spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist".Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses,and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc.,shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such
as trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
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.
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531465 Database Version 2.0 Date Printed:02-12-2002 Specification Page 3 of 4

21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
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 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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531465 Database Version 2.0 Date Printed:02-12-2002 Specification Page 4 of 4

Crop Notes
The following crop note applies to field(s):F 1
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 V to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium
and micronutrients to apply preplant and for annual maintenance. Apply 60 to 1001b/ac N in the
establishment year in split applications in April and July.For established stands apply 180 to 240 lb/ac N
annually in split applications, usually in April and following the first and second hay cuts. Reduce N rates
by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization of Pastures and
Forages in North Carolina for more information or consult your regional agronomist or extension agent for
assistance.
The following crop note applies to field(s):F 1
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.
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531465 Database Version 2.0 Date Printed: 02-12-2002 Crop Note Page I of 1

Mike Brawn Faun
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GRAPHIC SCALE
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( IN FEET )
1 inch = 250 ft.

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� /fQN 100 SERIES BIG GUN® PERFORMANCE - U.S. UNITS
100 TAPER BORE NOZZLE 100T
100T-Specify size when ordering
ail Flow Pout
--- —
0.50" 0.55" 0.60' 0.65' 0.70' 0.75" 0.80" 0.85" 0.90" 1.0"
9309-050 9309-055 9309-060 9309-065 9309-070 9309-075 9309-080 9309-085 9309-090 9309-100
PSI GPM ue.n GPM ou.n GPM ue rr GPM roA.n GPM cu rr GPM WA K GPM ou_rr GPM Dix n. GPM oo.a GPM oi.n
40 47 191 57 202 66 213 78 222 91 230 103 240 118 250 134 256 152 262 - -
50 50 205 64 215 74 225 87 235 100 245 115 256 130 265 150 273 165 280 204 300
60 55 215 69 227 81 240 96 250 110 260 126 270 143 280 164 268 182 295 224 316
70 60 225 75 238 88 250 103 263 120 275 136 283 155 295 177 302 197 310 243 338
80 64 235 79 248 94 260 110 273 128 285 146 295 165 305 189 314 210 325 258 354
90 68 245 83 258 100 270 117 283 135 295 155 306 175 315 201 326 223 335 274 362
700 72 255 87 268 106 280 723 293 143 305 163 316 185 325 212 336 235 345 289 372
110 1 76 265 1 92 278 1 111 290 1 129 303 1 150 315 1 171 3241 195 335 1 222 344 247 355 304 380
100 TAPER RING NOZZLE 100TR COMPONENTS:
100TR= Body+Cap+ 1 Taper Ring Body Taper Ring Cap
Specify size when ordering #9956-001 #9257.??? #6745
ED TAU (0Flow Path
-
0.64" 0.68' 0.72' 0.76' 0.80" 0.84" 0.88" 0.92' 0.96"
9257-016 9257-017 9257-018 9257-019 9257-020 9257-021 9257-022 9257-023 9257-024
PSI GPM oie.n GPM oie.R. GPM DIX R GPM a!A.n GPM an n GPM oie.n GPM ou.n GPM ou.n GPM au_rr
40 67 212 76 219 86 225 98 233 110 242 125 250 136 254 151 259 166 275
50 75 224 85 231 97 240 110 250 123 258 139 266 152 271 169 279 185 288
60 83 239 94 246 106 254 120 264 135 273 153 281 167 286 186 294 203 303
70 89 249 101 259 114 268 130 277 146 286 165 295 180 300 200 309 219 320
80 95 259 108 269 122 278 139 288 156 297 176 306 193 313 214 324 235 336
Elg000
10168 115 278 130 289 147 299 166 308 187 317 204 324 227 334 249 345
107 278 121 2B8 137 298 155 308 175 318 197 327 1 216 334 240 344 262 355
110 112 288 1 127 298 143 308 163 317 1 183 326 207 336 1 226 342 1 251 353 275 364
100 RING NOZZLE 100R COMPONENTS:
100R= Body+Cap +Set of 7 Rings #9956-001 #6738-i7Y #7 Ring Cap
Specify size when ordering (�6-�� �673 78
Complete set of 7 rings only=#6847
Flow Pain
0.71' 0.77" 0.81' 0.86' 0.89' 0.93' 0.96'
6736-071 6738-077 6738.081 6738-086 6738-089 6738-093 6738-096
PSI GPM DIX 7 GPM ou a GPM ou.7 GPM ou.rr GPM ole.n GPM ou.n GPM oiw n
40 66 208 78 212 91 215 103 224 118 235 134 238 152 242
50 74 220 88 225 100 230 115 240 129 250 150 255 167 260
60 81 235 96 240 110 245 125 260 141 270 164 275 183 280
70 88 245 104 250 118 260 135 275 152 290 177 295 198 300
BO 94 255 111 265 127 275 145 285 163 300 189 305 211 315
90 99 265 117 275 134 285 154 295 1812 310 201 315 224 325
100 105 270 124 280 142 295 162 305 2 320 212 325 236 335
110 110 275 130 290 149 305 170 315 191 325 222 335 248 345
.s. Curvofm ndaro,++w+nivnwba�aM mdim,.:fmnM.�adbAm.aw.
Nelson Irrpation fnrpor6Bon 848Airport RsL Walla Walla,WA 99362 USA Tel:[phone] Fox:589525J91f1 E-mail:neban@oebordrerom Web site:www.oelsonirrigmioumn

4
Performance Guide& Specifications
T21A, T23A, T25A & T27A
Performance Guide
System F-6-y-sw—mill sprinider 11 width Length Acre
Fm
odel � Flow Rate Inlet Pressure Irrigated Irrigated j wf1"in
(CIPM) (PSI) (PSI) (Ft.) (Ft.) J 5 Days
60 F77 50 150 735 T21A 70 60 155 738 wkh Nelson 80 80 160 740 20SR 100R 90 60 165 743 23Sprinkler 10o 90 170 745 26
110 60 175 748 J 28
T23AFF-
7 80 155 677 20
withNelson2 60 165 682 23
6 60 170 688 26
SprinklerSR R 15 70 180 690 31
27 70 190_ j 695 36_ . __
80 87 60 160 955 20
T26A 100 94 90 170 980 26
SR NOORn 120 106 60 180 970 31
Sprinkler 140 126 I 70 190 975 36
180 140 ..._J 70 200 _ 981_ 41 l
110 89 60 F200
70 900 28
FSR
120 92 90 80 910 30
140 11D 70 90 915 36
160 188 70 917 41
180 127 70 05 I 920 46
__-_ 2 00__—� 338.__.__I 70 I10_J _925 51._.--',
Specifications
Model T21A T23A T25A T27A
PE Tube I.D. (Ins) 2.1 2.3 2.5 2.7
PE Tube Length (ft.) 660 600 880 820
Dry Weight (Ibs) 1800 1800 2800 2800
Weight with Water(Ibs) 2800 2800 4500 4500
Tire Size - 155 R14- - 175170 R14-
Shipping Dim (ft. - ins.)
Length (w/o Gun Cart) 9-8 9-8 11-8 11-8
Width 5-10 5-10 6-9 6-9
Height (on wheels) 6-10 6-10 7-11 7-11
Copyright® 1999, Kifco
Water-Reel®is a registered name belonging to Kifco

Mike Brown Farm 2/21/01
Hard Hose Traveling Gun System
Wettable Acre Computations
rr
i
Performance Guide
System System Sprinkler Width - Length Acres
Model Row Rate Inlet - I Pressure Irtigated Irrigated w/1"in
(GPM} (PSI) (PSI) (Ft) (Ft.) 6 Days
60 77 I 50 150 735 15
T21A 70 ! 92 60 - 155 738 I 18
With Ne1s0a 80 99 60 160 740 i 20
SR S00R 90 106 60 170 745 23
Spri>yd�r 100 113 60 170 745 26
110 122 60 ., 175 748 28
T23A 80 87 60 155 677 20
with Nelson 92 60 155 682 23
SR 100R 100 96 60 170 688 26
Sprinkler 120 115 70 180 690 31
140 70 190 695 36
T25A 80 87 60 160 955 20
with Nelson 100 94 60 170 960 26
120 106 80 1&1 970 31
SR 100R 140 126 70 190 975 1 36
Sprinkler 160J 140 70 200 ][ 981 _. 41
10 89 60 170 900 28
T27A IF12
20 92 60 180 910 ! 30
with Nelson 140 110 70 190 915 36
SR 10OR j160 188 70 200 917 41
j SprinMer 180 127 70 205 920 ( 46
j 00 138 70 210 925 51
Specifications
Model T21A T23A T25A T27A
PE Tube I.D. (Ins) 2_1 2.3 2.5 2.7
PE Tube Length (ft.) 660 600 880 820
Dry Weight (Ibs) 1800 1800 2800 2800
Weight with Water(Ibs) 2800 2800 4500 4500
Tire Size - 155 R14- - 175/70 R14-
Shipping Dim (ft. - ins.)
Length (w/o Gun Cart) 9-8 9-8 11-8 11-8
Width 5-10 5-10 6-9 6-9
Height(on wheels) 6-10 6-10 7-11 7-11
1

i'
IRRIGATION SYSTEM DESIGN PARAMETERS '
Landowner/Operator Name: �irG�a-e L Tr /�7`o tvlt,-- County:
Address: 3
/1/r 3 Y91 Date: 02/$ 9 7-
Telephone: v -!
TABLE 1 - Field Specifications '
Approximate Maximum
Maximum Maximum Application
Useable Size Application per irrigation
Field of Fleld' Slope Rate Cyc164
Number: acres soil Typo % Cro s INhr) Inches Comments
0-5— fiL
I
I I I I I
I I I i I I
I I
I
I I I I
I I i
I I I
I I
I I
'Table to be completed in Its entirety by MW Field Office personnel and forwarded to the Irrigation system designer.
2See attached map provided by the SWCD Field Office for field location(s).
3Total Held acreage minus required buffer areas.
'Refer to N.C.Irrigation Guide, Field Office Technical Guide,Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
i •
USDA•NRCS
Irrigation Parameters North Carotins
per 1995 •• page•1

TABLE 2 • Traveling Irrigation Gun Settings
Make,Mode!and Type of Equfpment.
EQUIPMENT SETTINGS
Field Not Travel Application TRAVEL LANE Wetted Noale operating operating
and Spend Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant Noe Ifumin 1Nhr Width(R) Len th(R (feet) (Inches) Gun(psi) Reel(psi) Pattern Comments o si I I L = .►3
I C49 G I 1 0 Y, 0
7 1 I u i s I I I I s - a•,3 z
. K . r = .G/ .
I I v -71 I I I I I ! P, K 71L 7,1 Ll
/o I I l i Gv I yyG I I I • I I = � �
i I I I I �•y.G,
I I t I I
I I I I I I • I I .
I I 1 I I I
I I I ( I I I
i I I I I I I I I
'See attached map provided by the SWCD Field Office for field location(s).
'Show separate entries for each hydrant location in each field.
'Ilse the following abbreviations for various arc patterns: F(full circle),TQ(three quarters),Tr(two thirds).H (half circle),T(one third),Q(one quarter).
May also use degree of arc In degrees.
Irrigations Parameters USDA-NRCS
October 1895 •• page-2 North Carolina11
.

TABLE 4 - Irrigation System Specifications.
Traveling Solid Set
Irri atlon Gun Irrigation '
Flow Rate of Sprinkler ISpm)
Opemting Pressure at Pump(pal) 4
Design Precipitation Rate(Inthr) I I
Hose Length(rest) I XXXX)O=.
Type of Speed Compensation XXXXXXXX
Pomp Type(PTO,Engles,Electric) I
Pump Power Requirement(hp)
TABLE 5 - Thrust Block Specifications'
Designer ma , rovide thrust block.details on separatep sheet.
rHRUSr BLOCK
LOCATION AREA (sq.ft.)
go.Bead 1
Dad End
Tee !
• I
I
tSee USDA-NRCS Field O[tice Technical Guide,Section Iv,Pm cdco Code'430-DD.
hrlgatlon Parameters USDA-NRCS
dct6bor 1995 page4 North Carolina

S
IRRIGATION SYSTEM DESIGNER
Name:
Company: I
Address: I
Phone:
1
REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. • A scale drawing of the proposed irrigation system which includes hydrant locations, travel lanes, pipeline routes, thrust block
locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
5. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations required in the system.
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA NRCS standard for Irrigation Water Conveyance,
N.C. Field Office Technical Guide, Section IV,Practice Code 430-DD.
NOTE: A buffer strip feet wide or wider must be maintained between the limits of the,irrigation system and all perennial
streams and surface waters per DEHNR-DEM Code Section 15A NCAC 2B .0200 -Waste Not Discharged to Surface
Waters.
i
Irrigation Parameters USDA-NRCS
Oc„f�'"R� 199ti ., Page S North Caro msms.

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Narrative of Irrigation System Operation
Describe the operation of the system in the space provided below or on a similar sheet most convinient to the designer/supplier:
Include procedures such as start-up,shut-down,winterization and regular maintenance of all equipment.
IrrlQatlon Parameters ; USDA-MRCS
dCi . -- 1995 pa8" North Caroll U.

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Z 7At ,
SOUTHERN PINES
U.S.1 Bypass and Morganton Road•P.O.Box 1467•Southern Pines,N.C. 28388
910/692-8585 • Fax [phone]

C A7�/E
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SOUTHERN PINES
U.S.1 Bypass and Morganton Road•P.O.Box 1467•Southern Pines,N.C. 28388
910/692-8585 • Fax [phone]

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SOUTHERN PINES ZG
U.S.1 Bypass and Morganton Road•P.O.Box 1467•Southern Pines,N.C. !l
910/692-8585 • Fax [phone]

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DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
The State of North Carolina has issued NPDES General Permits for animal facilities to operate in North
Carolina. These Permits meet both State and EPA requirements and provide coverage for the following s
of facilities. g types
NCA200000 (Swine Facilities)
NCA300000 (Cattle Facilities)
NCA400000 (Poultry Facilities with a wet waste management system)
You have recently been issued a Certificate of Coverage (COC) to operate your animal facility under one of
these General Permits.
Condition H. 16. of each of these Permits reads as follows:
Within one hundred and twenty (120)days of the effective date of a COC issued under this permit,the
permittee shall install, operate and maintain devices on all irrigation pumps/equipment designed to
automatically stop irrigation•activities during precipitation. This condition does not apply to manure
spreaders or other equipment pulled by manned vehicles.
The permittee will not be required to install, operate and maintain the devices if the permittee commits
to provide for the presence of the OIC or the designated backup OIC at all times during the land
application of waste. This commitment must be submitted in writing to the Division prior to the 120*
day following the effective date of the COC on a form supplied by, or approved by,the Division.
Please check the box below that indicates your commitment to do one of the following.
Within one hundred and twenty (120) days of the effective date of a COC issued under this permit, I
shall install, operate and maintain devices on all irrigation pumps/equipment designed to automatically
stop irrigation activities during precipitation. This condition does not apply to manure spreaders or other
equipment pulled by manned vehicles.
❑ I will commit to provide for the presence of the Operator in Charge (OIC) or the designated backupOIC
at all tunes during the land application of waste.
"I certify under penalty of law that this document was prepared under my direction or supervision in
accordance with a system designed to assure that qualified personnel properly gather and evaluate the
information submitted.Based on my inquiry of the person or persons who manage the system, or those
personsdirectly responsible for gathering the uformation, the uformatron submitted is,to the best of my
knowledge and belief,true,accurate,and complete. I am aware that there are significant penalties for
submitting false information, including the possibility of fines and imprisonment for knowing violations."
Facility Name ZZ Facility Number 31 - y]3
Permit Number
f
Permittee Name and Title(type or print
7 It 0 3
ignature of Pennittee Date
Signature of Operator in Charge Date
(if different from Permittee)
DTASIE 3-14-03 1

A A�-Aw.. O/�1z cAf
I
rerr: Richard Lanier County: Duplin Date: 01/04/2006
Distance to nearest residence (other than owner): 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0
0 sows (farrow to feeder) x 522 lbs. = 0
1860 head (finishing only) x 135 lbs. = 251100
0 sows (farrow to wean) x 433 lbs. = 0
0 head (wean to feeder) x 30 lbs. = 0
Describe other: 0
Total Average Live Weight= 251100
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 251100 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW= 1 CF/lb. ALW
Volume= 251100 cubic ft (includes 0 cu. ft. add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) --- 187.0
Inside top width (feet)---------------------- 244.0
Top of dike elevation (feet)---- 54.0
Bottom of lagoon elevation (feet)------------ 42.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)--- ------ 2.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.0 2.0 2.0 2.0 183.0 240.0 11.0
AREA OF TOP
LENGTH *WIDTH =
183.0 240.0 43920 (AREA OF TOP)
AREA OF BOTTOM
LENGTH *WIDTH =
139.0 196.0 27244 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH *WIDTH *4
161.0 218.0 140392 (AREA OF MIDSECTION *4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) +AREA BOTTOM] * DEPTH/6
43920 140392 27244
Total Designed Volume Available = 387853

6. TEMPORARY STORAGE REQUIRED
DRAINA
GE AREA.
Lagoon (top of dike)
{ Length *Width ) + Surface area of connecting waste facility
187.0 244.0 0.0
45628.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 45628.0 square feet
Design temporary storage period to be riod to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume= 251100 lbs. ALW/135 lbs. ALW* 1.37 gal/day 180
Volume = 458676 gals. or 61320.3 cubic feet
58. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume= 0.0 gallons/day* 180 days storage/7.48 gallons
Volume = 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 0.0 inches
180 days rainfall = 7.0 inches
Volume= 7.0 in * DA/ 12 in. per ft. = 26616 cubic feet run
Volume = 0.0 in *lagoon DA/12 in./ft= 0 cubic feet evc-
Volume = 26616 cubic feet

5D. Volume of 25 year-24 hour storm
Volume= 7.5 inches/ 12 inches per foot"" DA
Volume= 28518 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 61320 cubic feet
5B. 0 cubic feet
5C. 26616 cubic feet
5D. 28518 cubic feet
5E. 0 cubic feet
TOTAL 116454 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall during wettest period of storage===> 7.0 inches
Evaporation during storage period===========> 0.0 inches
25 year- 24 hour rainfall==================> 7.5 inches
Freeboard===================================> 1.0 feet
Side slopes============--------------------- 2.0 : 1
Inside top length===========================> 187.0 feet
Inside top width============================> 244.0 feet
Top of dike elevation=======================> 54.0 feet
Bottom of lagoon elevation==================> 42.0 feet
Total required volume=======================> 367554 cu. ft.
Actual design volume========================> 387853 cu. ft.
Seasonal high watertable elevation (SHWT)===> 0.0 feet
Stop pumping elev.__________________________> 48.0 feet
Must be> or=to the SHWT elev.==========> 0.0 feet
Must be> or=to min. req. treatment el.=> 48.0 feet
Required minimum treatment volume===========> 251100 cu. ft.
Volume at stop pumping elevation============> 188736 cu. ft.
Start pumping elev._________________________> 52.5 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.-24 hr. rainfall==> 359335 cu. ft.
Volume at start pumping elevation===========> 366104 cu. ft.
Required volume to be pumped================> 87937 cu. ft.
Actual volume planned to be pumped==========> 177368 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: /4� �� - 25S ur
�� t

UNITED STATES SAIL F'. O. BOX 277
DEPARTMENT OR CONSERVATIO19 KENANSVILLE, NC 28349
AGRICULTURE SERVICE TELEPHONE [phone]
March 10, 1?YO
Mr. Charlie Parker , Vice PrHFident
NCNB
P. U. lirox
Kenansviile, NC 28349
RE: Mike Brown ' s Frr.,pused Wine I .,.nda - I
1 have reviewed the lagoon design +on J, 51 I
pr oduct i ,lr. operation Girl the ' :.r ill of WA A . :. , mn.. i I I'.;
l.aucn_n was built in 1983 and _ q designr,.,J d
adequately store waste from l r W -h'., Vp i n(.: I
currently has only 1. o 6.: 0 'I. .. .-.. _ -:. . i...
BuWrl , & 'SI.o ayv - 11 - r r ..
t_Cil.l�.;'I. !'iia r: .• 1 h'1 i-11! �6' .
I J
tmal r .r
wurf,uw wale,e, , ; o, o, I wr ; i
After construction is complato , all ,.r:.i s:i n, I , "P"
eGist1."n hou' en sh1. id he' rw c .a,m I..• ,:J, 4.:: a: K I.i1.2
new house should he 1. l maed l ,, and derl
E§flueni. I.1 ( . ; ,crlir :11 - �•r , : , is>:. r : : ' ; .. :.I ;-,: n: ;: . .
The :.o.S(i .�:• •. r: . ,:_I _ � I. i. :',. .I ,: 1•n'� I .� -.- :. �. 11
i•?'J t'Jll(;?n t.: on :-�.: � ,: I rl'•r_--! . l-:.;:,L ._ I..• I I I
ad_ & ent to the lac! I i is :h- :
should be applied at cno W , ,) :•
Michael. E. SI_fyl4
District. Conserva.Rjunisl:

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CARROLL'S FOODS, INC.
P.O. Drawer 856
WARSAW,NORTH CAROLINA 28398
FACILITY DESIGN AND
WASTE MANAGEMENT PLAN
FARM
NAME OR NUMBER 1 �Ivh
FARM DESCRIPTION
LOCATION 2
A G •
COMPANY FARM Iva
CONTRACT GROWER
BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED TO CONTACT
ULOCO TO ASSURE THAT UNDERGROUND
UTILITIES ARE NOT DESTROYED
1-800-632-4949

4
TABLE OF CONTENTS
VicinityMap . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1
ASCSField Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2
SoilsMap . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3
Soil Investigation Worksheet . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4
WasteTreatment Plan . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5
WasteUtilization Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 6
Operation and Maintenance Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7
Construction Specifications for Lagoon . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 8
Seeding Plan (Farm Site) . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 9
Computer Drawing of Existing Ground . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 10
Existing Elevations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 11
LagoonCross Section Diagram . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 12
Computer Drawing of Proposed Lagoon & Building Pad . . . . . . . . . . . . . . . . . . . . . . . . . 13
SiteBalance Report . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 14
Computer Drawing -All Data -Proposed . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 15
Computer Drawing -Contour Lines . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 16
Computer Drawing -Sloping Lines . . . . . . . . . . ... . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 17
Computer Drawing -Blow-up of Lagoon Corner . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 18
Building Pad Elevations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19
Computer Cross Section -Existing -Proposed -Balanced . . . . . . . . . . . . . . . . . . . . . . . . . 20
Facility Overlaid on Existing Topo Map . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 21

Operator:MIKE BROWN County: DUPLIN Date: 02/18/94
Distance to nearest residence (other than owner) : 1500. 0 feet
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. - 0 lbs
1440 head (finishing only) x 135 lbs. = 194400 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 194400 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 194400 lbs. SSLW x Treatment Volume(CF) /lb. SSLW
Treatment Volume(CF) /lb. SSLW= 1 CF/lb. SSLW
Volume = 194400 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet N U1- � � � � G�'�0d� kj&AJ-S�
4. TOTAL DESIGN VOLUME �d 6 -L RX&IOfD A-; Ajzr"0 E-q
Inside top length 215. 0 feet ; Inside top width 210. 0 feet
Top of dike at elevation 53. 1 feet
Freeboard 1. 0 feet ; Side slopes 3 . 0 1 (Inside lagoon)
Total design lagoon liquid level at elevation 52. 1 feet
Bottom of lagoon elevation 42. 1 feet ' V1...�
Seasonal high water table elevation -6-a-feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 .0 3 .0 3.0 209. 0 204. 0 10. 00
AREA OF TOP
LENGTH * WIDTH =
209. 0 204.0 42636 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
149. 0 144. 0 21456 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
179. 0 174 . 0 124584 (AREA OF MIDSECTION * 4)
CU. FT. = AAREA TOP + (4*AREA MIDSECTION) + AREA BOTTOMO * DEPTH/6
42636. 0 124584. 0 21456. 0 1.
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 314460 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
215.0 210. 0 45150.0 square feet
Buildings (roof and lot water)
Length * Width =
0. 0 0.0 0.0 square feet
TOTAL DA 45150. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0. 00136
Volume = 194400 Lbs. SSLW * CF of Waste/Lb. /Day * 180 days
Volume = 47589 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of freshwater used for a flush system. Flush systems that recirculat.
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount
180 days excess rainfall = 7 . 0 inches
Volume = 7. 0 in * DA / 12 inches per foot
Volume = 26337.5 cubic feet

5D. Volume of 25 year - 24 hour storm
Volume = 7 .5 inches / 12 inches per foot * DA
Volume = 28218.8 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 47589 cubic feet
5B. 0 cubic feet
5C. 26338 cubic feet
5D. 28219 cubic feet
TOTAL 102145 cubic feet
6. SUMMARY
Total required volume 296545 cubic feet
Total design volume avail. 314460 cubic feet
Min. req. treatment volume plus sludge accumulation 194400 cubic fE
At elev. 49.3 feet ; Volume is 206331 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 286241 cubic feet
At elev. 51. 3 feet ; Volume is 283175 cubic feet (start pumping;
Seasonal high water table elevation &-.-0' feet
7. DESIGNED BY: APPROVED BY:P1.
DATE:
v�
�. � $� �'1 DATE:
� y
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS: SCS DOES NOT CERTIFY THAT
EXCAVATION AND FILL VOLUMES
ARE CORRECT

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
min. odor control. The time required for the planned fluid level to be
reached (permanent + temporary storage) may vary due to soil conditions
flushing operations, and the amount of fresh water added to the system.
The designed 6 months temporary storage is an estimated volume
based on: 1) waste from animals; 2) excess rainfall after evaporation;
and 3) the largest 24 hour (one day) rainfall that occurs on the
average of once every 25 years. The volume of waste generated from
a given number of animals will be fairly constant throughout the year
and from year to year. This estimate is based on 7 inches of excess
rainfall which is equal to or exceeds the highest 6 months excess in
a year. The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will need to be
pumped each year. The 25 year rainfall will not be a factor to consider
in an annual pumping cycle, but this storage volume must always be
available. A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
building(s) . If the outlet pipe is not installed on the elevation to
begin pumping, a permanent marker must be installed on this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain minimum treatment depth (6 feet) .
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre-
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin pump-out of the lagoon when fluid level reaches eleva-
tion 51.3 as marked by permanent marker. Stop pump-out when
the fluid level reaches elevation 49 . 3 or before the fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) . The design temporary storage, less 25 year storm
is 73927 cubic feet or 552971 gallons. As stated before, this
volume will vary considerably from year to year.

4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0. 3
inch per hour.
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. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

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. Lagoon site (and pad site if needed) to be
stripped of topsoil (311) and stockpiled for use on dike and pad
slopes (2-311) . The topsoiling quantity is in excess of amounts
specified on page one
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 be placed in
max. of 6" lifts and not placed in standing water. Compaction shall be
performed by the construction equipment or sheeps-foot roller during
placement. The embankment of the lagoon shall be installed using
the more impervious materials. Construction of fill heights shall
include ten (10) percent for settlement. To protect against seepage,
when areas of unsuitable material are encountered, they will need to
be excavated a minimum of below grade and backf illed and
compacted with SCS approved ma eri
i al (ie-CL,SC,CH) . Refer to the soil
investigation nformation in the laps for special considerations.
Precautions should be taken durin construction to prevent excessive
erosion and sedimentation.
Vegetation:
-----------
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction according to seeding specifications sheet.

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

Orientation: -45.0 Z Magnification: 12.6 Inclination: 20.0
68.00
56.00
64.00
52.00
b0.00
48.00
46.00
_ ... .... .... ....
44.00
42.00
Lower Left 3D Mesh Surface
3D Mesh Surface
Existing
Project: MIKE BROWN
Drawing: SHT1
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bij: using Sitework

t P�5inter
46.00 X47.60 )K 44.50
)K 48.00 )K 61.10 )K 49.30
ea030 X62.90 )K 63.30 )K 4 80
62.50 48.00
)K 64.90 66.70
)K 65.20
66.10
Plot of all data for the surface:
Existing
Project: MIKE BROWN
Drawing: SHT1
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bU: using Sitework

Orientation: -46.0 Z Magnification: 12.6 Inclination: 20.0
56.00 1,
54.00
� 1
� 1 1
52.00
111 � �1_II
1 �
50.00 �f 1
l
�I/ 1
i
46.0 0'
44.00
Il�
���lll 11 Ill 11
.:y.
42.8 0 - ~_ -
;
' •S
40.00
Lower Left 3D Mesh Surface
3D Mesh Surface
Balanced
Project: MIKE BROWN
Drawing: SHT1
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bV: using Sitework

cent: 0. 00
Fill shr /swell percent: 20. 00 Cut shrink/swell -71
Iterating to balancing within 10. 0 cubic yards. . . ,
delta Cut Fill CUT - FILL
0.00 7126. 05 7126.13 -0.08
-0. 00 3994 .82 12876.47 -8881.65
0. 00 3994 .80 12876.53 -8881.74
-2 .03 7314.44 6935.82 378.62
-1. 95 7130.78 7121.23 9.55
-1.94 7126. 13 7126.09 0.03
Lower "Proposed" by 1.94 feet.
New surface called "Balanced" has been created.
----------------------------
----------------------------
Project: MIKE BROWN
Drawing: SHT1
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
----------------------------
Prepared by: using Sitework
----------------------------
----------------------------

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—Dauliaht Puinter
................. .. ..........................
............... ��...�......................... 63.06
............................. 42.49:•
44,20
oar.
42':E$•.....................................
42.06
::../63.,v6...................... ............................................................. :-1g, 06
............................45W-40f.....................................................
54.0 6 46.06
.56
Q
` n
5 . ?3
64.2 54.23
Plot of all data for the surface:
Balanced
Project: MIKE BROWN
Drawing: SHT1
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared bg: using Sitework

t Perimeter
.............................................................................
..............................................................
. ............................................
T
u
'••42':yes..
....................................................
.... ....................................................... ............. 6 96
...........................................?. . ........................................
Plot of the contour data for the surface:
Balanced
Project: MIKE BROWN
Drawing: SHT1
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared bd: using Sitswork

paujight P11iWgter
\06 63.06
42.06 42.06
42.06 42.06
53.06 53.
54.0 46.06
6 5
� a
573'73
64.2 54.23
0a1b,Q
ma-Alt
Plot of the sloping lines for the surface:
Balanced
Project: MIKE BROWN
Drawing: SHT1
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared bU: using Sitework

54.06 64.86
V
d
4-
r
63.73
64.23
Plot of the sloping lines for the surface:
Balanced
Project: MIKE BROWN
Drawing: SHT1
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Prepared by: using Sitework

...............................
42.06
� s
I �;
............................. 53.06
..........................................................................................................................................................................................
.........................................................................................................................................................................
Plot of the contour data for the surface:
Balanced
Project: MIKE BROWN
Drawing: SHT1
Number:
Location:
Bid Data:
Engineer:
Owner:
Estimator:
Prepared bd: using Sitework

nauliaht Pqi;inter
...................... ..........
fi3 06. 63.0
42..e6 ............... 42.6 6;
r
42TV .. ......................................... 42.. Q6:
z
.. ..53�06... ...... .............................................................. .:`S3S 606
.............................................................................................
54.0 46.06
.56
J
�1
k
fi .73
64•23
l�3.fl�
MIKE BROC
SHT1: Balanced 18 FEB 94 10:36

68.00
Proposed
56*00 ............. ......... ..................................................................................................................................................................................
Existing
54,00
..... ............................................................................................................................ ........ .......... ...................
...... .........................
Balanced
52,00 ......... .........................................................................................................................................%...................................................................................................................f........................... ............... ...............
.t
50,00 ............ ... .............. .................................................................................. ...............►.......................... ............. .......................................... ......................... ..............
.t
48900 ............................................................................................................................................................................. ................................. ............. ........... ....................... ................... ............................. .....
.............................................................................................................................. .......... ........................................................................... .......... .......................................
46.00 ......
44,00 . .................................................................................................................................... ........................ .. .... .......
42.0 0 ........................................................................................................................ ............................
...................................................
43.00 (383.elp 98.10) (487.87> (363.04t686.67)
MIKE BR SHTI 18 FEB 94 10:36 L
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UNITED STATES sbIL P. U. Box
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DEPARTMENT OF C 0 N S'E'R V A T 10 N N'ENANSVILL.E., INC,
AGR%I CULTURE S E R V I kr'-'E TELEPHONE 9J.9--'f.'-'9,S-IV%58
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Operator: Richard Lanier County: Duplin Date: 01/04/2006
Distance to nearest residence (other than owner): 0 feet
1. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0
0 sows (farrow to feeder) x 522 lbs. = 0
1860 head (finishing only) x 135 lbs. = 251100
0 sows (farrow to wean) x 433 lbs. = 0
0 head (wean to feeder) x 30 lbs. = 0
Describe other: 0
Total Average Live Weight= 251100
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume= 251100 lbs. ALW x Treatment Volume(CF)/Ib. ALW
Treatment Volume(CF)/Ib. ALW= 1 CF/lb. ALW
Volume= 251100 cubic ft(includes 0 cu. ft. add. treat. vol.)
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume= 0 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet)---- 187.0
Inside top width (feet)----- 244.0
Top of dike elevation (feet)- 54.0
Bottom of lagoon elevation (feet)— ------- 42.0
Freeboard (feet) ---------- --- 1.0
Side slopes (inside lagoon)--- 2.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.0 2.0 2.0 2.0 183.0 240.0 11.0
AREA OF TOP
LENGTH *WIDTH =
183.0 240.0 43920 (AREA OF TOP)
AREA OF BOTTOM
LENGTH *WIDTH =
139.0 196.0 27244 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH *WIDTH *4
161.0 218.0 140392 (AREA OF MIDSECTION *4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) +AREA BOTTOM] * DEPTH/6
43920 140392 27244
Total Designed Volume Available= 387853

•
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA.
Lagoon (top of dike)
( Length *Width ) + Surface area of connecting waste facility
187.0 244.0 0.0
45628.0 square feet
Buildings (roof and lot water) or impervious area
0.0 square feet Describe this area.
TOTAL DA 45628.0 square feet
Design temporary storage period to be riod to b e 180 days.
5A. Volume of waste produced
Feces& urine production in gal./day per 135 lb. ALW 1.37
Volume= 251100 lbs. ALW/135 lbs. ALW* 1.37 gal/day 180
Volume= 458676 gals. or 61320.3 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume= 0.0 gallons/day* 180 days storage/7.48 gallons
Volume= 0.0 cubic feet
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days evaporation = 0.0 inches
180 days rainfall = 7.0 inches
Volume= 7.0 in * DA/ 12 in. per ft. = 26616 cubic feet run
Volume= 0.0 in *lagoon DA/12 in./ft= 0 cubic feet ew
Volume= 26616 cubic feet

9
1
5D. Volume of 25 year-24 hour storm
Volume= 7.5 inches/ 12 inches per foot*DA
Volume= 28518 cubic feet
5E. Additional volume as follows:
TOTAL REQUIRED TEMPORARY STORAGE
5A. 61320 cubic feet
5B. 0 cubic feet
5C. 26616 cubic feet
5D. 28518 cubic feet
5E. 0 cubic feet
TOTAL 116454 cubic feet
6. SUMMARY
Temporary storage period____________________> 180 days
Rainfall during wettest period of storage===> 7.0 inches
Evaporation during storage period=====______> 0.0 inches
25 year-24 hour rainfall__________________> 7.5 inches
Freeboard___________________________________> 1.0 feet
Side slopes_________________________________> 2.0 : 1
Inside top length___________________________> 187.0 feet
Inside top width____________________________> 244.0 feet
Top of dike elevation_______________________> 54.0 feet
Bottom of lagoon elevation__________________> 42.0 feet
Total required volume_______________________> 367554 cu. ft.
Actual design volume________________________> 387853 cu. ft.
Seasonal high watertable elevation (SHWT)===> 0.0 feet
Stop pumping alev.__________________________> 48.0 feet
Must be> or=to the SHWT elev.====______> 0.0 feet
Must be> or=to min. req. treatment el.=> 48.0 feet
Required minimum treatment volume=====______> 251100 cu. ft.
Volume at stop pumping elevation=====_______> 188736 cu. ft.
Start pumping elev._________________________> 52.5 feet
Must be at bottom of freeboard &25 yr. rainfall
Actual volume less 25 yr.-24 hr. rainfall==> 359335 cu. ft.
Volume at start pumping elevation=====______> 366104 cu. ft.
Required volume to be pumped________________> 87937 cu. ft.
Actual volume planned to be pumped=====_____> 177368 cu. ft.
Min. thickness of soil liner when required==> 1.8 feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

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1.
EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) [phone]
EMERGENCY MANAGEMNET SERVICES (EMS) (910)296=2160
SOIL AND WATER CONSERVATION DISTRICT (SWCD) [phone]
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) [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.airy 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:
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: ) lUdTAIN •.
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
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
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

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.

- - a
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 3.
When removing sludge, you must also pay attention to the liner to prevent damage. Close
attention by the pumper or drag-line operator will ensure that the lagoon liner remains
intact. If you see soil material or the synthetic liner material being disturbed, you should
stop the activity immediately and not resume until you are sure that the sludge can be
removed without liner injury. If the liner is damaged it must be repaired as soon as
possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal content
than liquid. Because of this it should probably be applied to land with low phosphorus
and metal levels, as indicated by a soil test, and incorporated to reduce the chance of
erosion. Note that if the sludge is applied to fields with very high soil-test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

o
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.
r`

b
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor= Site Specific Practices
Farmstead Swine production ()Vegetative or wooded buffers;
Recommended best management
practices;
J,),600d judgment and common sense
Animal body surfaces Dirty manure-covered animals ()Dry floors
Floor surfaces Wet manure-covered floors 44*Slotted floors;
.SAaterers located over slotted floors;
.•"Feeders at high end of solid floors;
4eScrape manure buildup from floors;
„4'fJnderfloor ventilation for drying
Manure collection pits Urine t4requent manure removal by flush,pit
recharge,or scrape
Parital micorbial decomposition ,(Underfloor ventilation
Ventilation exhaust fans Volatile gases; tfFan maintenance;
Dust Efficient air movement
Indoor surfaces Dust L,YWashdown between groups of animals
Jel'Feed additives;
() 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 .01Jnderfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon ,.W"Extend rechard lines to near bottom of
liquid while pits are filling pits with anti-siphon vents
Lift stations Agitation during sump tank filling ()Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater ()Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater ()Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions .(Proper lagoon liquid capacity
Biological mixing Correct lagoon startup procedures
Agitation Je'Minimum surface area-to-volume ratio
,.(Minimum agitation when pumping
(! Mechanical aeration
()Proven biological additives
Irrigation sprinkler nozzles High pressure agitation ,.WIrrigate on dry days with little or no wind
Wind draft (.!'Minimum recommended operation pressure
Poump intake near lagoon liquid surface
() Pump from second-stage lagoon
AMOC--November 11, 1996

'b
("',",Storage tank or basin Partial microbial decomposition (1 Bottom or midlevel loading
surface 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 ()Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
Manure tracked onto public Poorly maintained access roads ()Farm access road maintenance
roads from farm access
Additional Information: Available From:
Swine Manure Management;0200 Rule/BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management: Pit Recharge—Lagoon Treatment;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse--Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage;EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment;EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assuranc Program:NPPC Manual NC Pork Produces Assoc
Options for Managing Odor;a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management: Odors and Flies; 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 have been reviewed with me.
(Landowner Signature)
AMOC--November 11. 1996

'd s+
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause 6MP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids Flush system is designed and operated
sufficiently to remove accumulated
soiids from gutters as designed.
() Remove bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids —!XAaintain.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 ( aintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage Design, operate and maintain feed systems (e.g.,
bunkers and troughs)to minimize the accumulation
of decaying wastage.
S/Clean up spillage on a routine basis (e.g.7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues educe 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 J410biminate 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

B �
Dry 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 (pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
0-77
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
(10*11 27695-7613.
AMIC--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)

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