310507_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 Perntittee.
1. Farm Number: 31-0507 Certificate Of Coverage Number: AWS310507
2. Facility Name: M&S Britt Farms - F324 Addu�uu
3. Landowner's Name (same as on the Waste Management Plan): Marshall Britt ,ralt4. 14 S . Qf t'+
4. Landowner's Mailing Address: PO Box 27
City: Albertson State: NC Zip: 28508
Telephone Number: 252-568-2477 Ext. E-mail:
5. Facility's Physical Address: 519 Cov Smith Rd
City: Albertson State: NC Zip: 28508
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
�
9. Integrator's Name (if there is not an Integrator, write "None"):-IutafHh -131 <«< a LLC 5 Nt
" ,o f Pr.4414;.•.•
10. Operator Name (OIC): Marshall S. Britt
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 3,672
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
Phone No.: 252-568-2477 OIC #: 19629

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
11181 p3
SIri-Ihe++L
/ o Cr t 61
�-
27.00
i o K N
/ i
102-, 3 sa
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: 2019PermitRenewal®ncdenr.gov

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signin_ Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature
sho f be by a princi�al executive officer of the corporation):
Name: p Ai L�✓'�l "1 (// Title: d vie
Signature: (14/4441 Date: /CI ' /
47
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: 2019PermitRenewal®ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 201S
Mortality Management Methods
Indicate which mofhod(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
136 .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinioneof 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.
114,4,64(
Signature •I' arm 0 r anager
Date
Date
igna ['f Ted,al Specialist

Nutrient Management Plan For Animal Waste Utilization
11-02-2015
This plan has been prepared for:
Scott Britt Farm
Marshall Scott Britt
442 Coy Smith Rd
Albertson, NC 28508
252-568-3560
This plan has been developed by:
Billy W Houston
Duplin Soil & Water Conservation
165 Agriculture Dr.
Suite B
Kenansville, NC 28349
910-296-2120
ew
Devel per 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
thj4 plan.
Signature (owner) 1/4—//
Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: t j l 1 I 1 ,r
Technical Specialist Signature Date
255041 Database Version 4.1 Date Printed: 11-02-2015 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 3,403,944 gals/year by a 3,672
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
6136
Incorporated
7363
Injected
7363
Irrigated
6136
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
6,136
13444
-7,308
7,383,519
-3,979,575
Year 2
6,136
16142
-10,006
8,295,172
-4,891,228
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
255041 Database Version 4.1 Date Printed: 11-02-2015 Source Page 1 of 1

Narrative
This WUP is written using irrigation information provided by Mr. Britt and completed by Geno
Kennedy( Agriment Services Inc.). Fields B 1 buf, B2buf and B2buf2 reflect acres not included in the
original WUP completed by Mr. Kennedy.
Fields B4 and B5 reflect actual acres available for irrigation using a Honey Wagon for waste application,
excluding a ten(10) foot buffer around the perimeter of these fields.
If desired to better facilitate farming operations, Mr. Britt may at times plant field B 1 pulls 1-4 to Pearl
Millett Pasture usingthe same PAN rate as field B2,1-3 which ' is 206 LbsN/Ac. This will increase the
Nutrient Deficient of the WUP.
ALL FIELDS USED FOR IRRIGATION MUST MEET MONITORING AND REPORTING
REQUIREMENTS BASED ON 0200 REGULATIONS.
MR. BRITT PLANS TO APPLY HIS WASTE BASED ON HIS SPECIFIC WASTE ANALYSIS NOT
TO EXCEED THE HYDRAULIC LOADING LIMITS OF HIS SOIL TYPES.
** Mr Britt Will Follow A No -Till Conservation Rotation [ ie: No -Till Corn or Millett, Following
Soybeans] On Crop Spray Fields.
255041 Database Version 4.1 Date Printed: 11-02-2015 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
r?"' Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence .
RYE
4543
B1-1
4.23
4.23
N/A
Autryville
Small Grain Overseed
1.0 Tons
Corn, Grain
85 bu.
Small Grain Overseed
1.0 Tons
Soybeans, Manured, Double Crop
25 bu.
4543
B1-2
3.38
3.38
N/A
Autryville
Small Grain Overseed
1.0 Tons
Corn, Grain
85 bu.
Small Grain Overseed
1.0 Tons
Soybeans, Manured, Double Crop
25 bu.
4543
B1-3
3.44
3.44
N/A
Autryville
Small Grain Overseed
1.0 Tons
Corn, Grain
85 bu.
Small Grain Overseed
1.0 Tons
Soybeans, Manured, Double Crop
25 bu.
4543
B1-4
3.45
3.45
N/A
Autryville
Small Grain Overseed
1.0 Tons
Corn, Grain
85 bu.
Small Grain Overseed
1.0 Tons
Soybeans, Manured, Double Crop
25 bu.
4543
Blbuf
1.80
1.80
N/A
Autryville
Small Grain Overseed
1.0 Tons
Corn, Grain
85 bu.
Small Grain Overseed
1.0 Tons
Soybeans, Manured, Double Crop
25 bu.
4543
B4-H
4.20
4.20
N/A
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
4543
B5-H
19.00
19.00
N/A
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
71827
B2-1
4.26
4.26
N/A
Autryville
Small Grain Overseed
1.0 Tons
Pearl Millett, Pasture
5.0 Tons
71827
B2-2
5.42
5.42
N/A
Autryville
Small Grain Overseed
1.0 Tons
Pearl Millett, Pasture
5.0 Tons
71827
B2-3
4.93
4.93
N/A
Autryville
Small Grain Overseed
1.0 Tons
255041
Database Version 4.1
Date Printed 11/2/2015
PCS Page 1 of 2
NOTE: Symbol * means user entered data.

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
.
Crop Sequence
RYE
Pearl Millett, Pasture
5.0 Tons
71827
B2-4
6.64
6.64
N/A
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
71827
B2-5
6.82
-6.82
N/A
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
71827
B2-6
6.20
6.20
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
71827
B2buf
3.00
3.00
N/A
Autryville
Small Grain Overseed
1.0 Tons
Pearl Millett, Pasture
5.0 Tons
71827
B2buf2
2.50
2.50
N/A
Autryville
Corn, Grain
85 bu.
•
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
PLAN TOTALS:
79.27 79.27
LI
Potential Leaching
Technical Guidance
< 2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>= 2 &
<__ 10
Moderate potential to contribute to
soluble nutrient leaching below the root
zone.
Nutrient Management (590) should be planned.
> 10
High potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation practices that improve
the soils available water holding capacity and improve nutrient use efficiency should be
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No-Till(778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
255041
Database Version 4.1 Date Printed 11/2/2015
PCS Page 2 of 2
NOTE: Symbol * means user entered data.

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
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
4543
B 1-1
Autryville
0.60
1.0
4543
B1-2
Autryville
*0.35
1.0
4543
B 1-3
Autryville
0.60
1.0
'4543
B 1-4
Autryville
0.60
1.0
4543
B 1 buf
Autryville
0.60
1.0
4543
B4-H
Autryville
. 0.60
1.0
4543
B5-H
Autryville
0.60
1.0
71827
B2-1
Autryville
0.60
1.0
71827
B2-2.
Autryville
0.60
1.0
71827
B2-3
Autryville
0.60
1.0
71827
B2-4
Autryville
0.60
1.0
71827
B2-5
Autryville
0.60
1.0
71827
B2-6
Autryville
0.60
1.0
71827
B2buf
Autryville
0.60
1.0
71827
B2buf2
Autryville
0.60
1.0
255041 Database Version 4.1 Date Printed 11/2/2015
NOTE: Symbol * means user entered data.
IAF Page 1 of 1

The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe 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 ofthe 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
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
.
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
14.69
41.25
82.50
123.75
Hay 6 ton R.Y.E.
300
29.38
20.62
41.25
61.87
Soybean 40 bu
160
15.67
38.67
77.34
116.01
255041
Database Version 4.1
Date Printed: 11-02-2015 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate ofthe number of days of storage
capacity available at the end of each month ofthe 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 ofthe 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.
Ifavailable storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Wa
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
106
1
2
161
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
171
1
11
161
1
12
146
2
1
175
2
2
180
2
3
180
2
4
. 180
2
,
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
180
2
11
170
2
12
155
* Available Storage Capacity is calculated as of the end of each month.
255041 Database Version 4.1 Date Printed: 11-02-2015 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, FRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste •
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season p ron e
to flooding (see "Weather and Climatein North Carolina" for guidance).
255041 Database Version 4.1 Date Printed: 11/2/2015 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10.. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
255041 Database Version 4.1 Date Printed: 11/2/2015 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
255041 Database Version 4.1 Date Printed: 11/2/2015 Specification Page 3

ril
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 five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
255041 Database Version 4.1 Date Printed: 11/2/2015 Specification Page 4

Crop Notes
The following crop note applies to field(s): B 1-1, B1-2, B 1-3, B1-4, B 1 buf, B2-4, B2-5, B2buf2, B4-H,
B5-H
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): B2-6
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
255041 Database Version 4.1 Date Printed: 11-02-2015 Crop Note Page 1 of 3

The following crop note applies to field(s): B1-1, B1-2, B1-3, B1-4, B 1 buf, B2-1, B2-2, B2-3, B2-6,
B2buf
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): B2-4, B2-5, B2buf2, B4-H, B5-H
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep 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. Adequate depth control when planting the wheat 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 report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
255041 Database Version 4.1 Date Printed: 11-02-2015 Crop Note Page 2 of 3

The following crop note applies to field(s): B1-1, B1-2, B 1-3, B1-4, B 1 buf, B2-4, B2-5, B2buf2, B4-H,
B5-H
Double -Crop Soybeans, Coastal Plain: Mineral soil, medium leachable
Double -crop soybeans should be planted as early in June as possible with planting completed by July 4th.
When no -tilling soybeans in small grain straw, it is essential to manage the straw to achieve adequate
plant populations. 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.
Plant 2-4 seed/row foot for 7-8" drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows
and 8-10 seed/row foot for 36" rows. Increase the seeding rate by at least 10% for no -till planting.
Seeding depth should be 1-1 1/2" and adequate depth control is essential. Phosphorus and potash
recommended for the soybeans can be applied to the wheat in the Fall. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made at planting to promote early growth and vigor. Tissue samples can be analyzed
during the growing season to monitor the overall nutrient status of the soybeans. Timely management of
weeds and insects is essential for profitable double crop soybean production.
The following crop note applies to field(s): B2-1, B2-2, B2-3, B2buf
Pearl Millett: No Comment
255041 Database Version 4.1 Date Printed: 11-02-2015 Crop Note Page 3 of 3

FIELD BI
t7.M �c
SP21YPRID
FIELD B4
JPRAAYPFD
SCOTT BPUT7 FARM
AVAILA8LE
HONEY WAGON
AVAILABLE
HONEY WAGON
FIELDB5
IA7A[fln fPRAYM
D
400'
zoo'
i
GRAPHIC SCALE
400' E00
(
1 inch a 400 it

Scott Britt
1/11/02
Hard Hose Traveling Gun System
Wettable Acre Computations
Performance Guide & Specifications
Flow Rate
Inlet
Hose
Hose I.O.
Lane
Acres Per
Time To Apply
Time Per Pull
Model
(GPM)
Pressure
(PSI)
Length
(Ft.)
(In.)
Spacing
(Ft.)
Pull
1 Inch Acre
(Min.)
(Hrs.)
Cadman 3000
Cadman 3250XL
225
270
225
295
130
150
130
150
910
910
1250
1250
3.04
3.04
3.25
3.25
260
260
276
296
6.5
6.5
9.51
10.34
120
100
120
90
13.0
10.8
19.0
15.5
150 RING NOZZLE 150R
150RQ Body + Cap + Set of 7 Rings
Specify size when ordering
0.86`
6287-086
0.97"
6287-097
1.08"
6287-108
62
- 18
COMPONENTS:
Body iBrg Cap
09773 41t6287411 06286
1.26"
6287-12
1.34'
87-1;
o
1.41#
A7.1,
Flow Path
1.47'
PSI
GPM
DIA. Ft
GPM
'
DIA. Ft
GPM
DIA. Ft
GPM
DIA. Ft
GPM
DIA. Ft
GPM
DIA. FT.
GPM
CIA. FT.
GPM
DIA. Ft
50
r
100
245
130
265
165
285
205
300
255
320
- 300
335
' 350
350
385
353
60
110
260
143
280
182
300(225
315_
335,
330
350
' 385
365
423
368
70
120
270
155
290
' 197
310
245
330 •
?275
295
350
355
365
415
380
458
383
80
128
280
165
300
' 210
320 '.
260
340
315
360
380
380
445
395
490
399
90
135
290
175
310
223
330
275
350
335
370
405
390
475
405
522
409
100
143
300
185
320
235
340
290
360
355
380
425
400
_
500
415
550
419
110
150
310
195
330
247
350
305
370
370
390
445
410
525
425
577
429
120
157
315
204
335
258
360
320
380
385
400
465
420
545
435
603
439
Existing Hard Hose Traveler Gun Irrigation System
• # of Exterior Lanes 4
• # of Interior Lanes 6
• # of Single Lanes 1
• # of Total Lanes 11
• Lane Spacing 255' & 280'
• Wetted 0 [Field Verified] 315'
• Lane Spacing as a % 80% & 88%
1

Scott Britt 1/11/02
Field B 1 17.1 ac. +/- Spray Field
Lane 1
> Start End Area [Table EE80 - B] 0.82 ac.
➢ Middle Area [417'(315'/2 + 255'/2)/43,560] 2.73 ac.
➢ Stop End Area [Table EE80 - G] 0.68 ac.
Total Area [(0.82 ac. + 2.73 ac. + 0.68 ac.)] 4.23 ac.
Lane 2
• Start End Area [Table EI80 - B] 0.78 ac.
➢ Middle Area [337'(255')/43,560] 1.97 ac.
Stop End Area [Table EI80 - G] 0.63 ac.
> Total Area [(0.78 ac. + 1.97 ac. + 0.63 ac.)] 3.38 ac.
Lane 3
> Start End Area [Table EI80 - B] 0.78 ac.
> Middle Area [342'(255')/43,560] 2.00 ac.
Stop End Area [Table EI80 - G] 0.63 ac.
> Total Area [(0.78 ac. + 2.00 ac. + 0.63 ac.)] 3.41 ac.
Lane 4
• Start End Area [Table EE80 - B] 0.82 ac.
> Middle Area [298'(315'/2 + 255'/2)/43,560] 1.95 ac.
• Stop End Area [Table EE80 - G] 0.68 ac.
> Total Area [(0.82 ac. + 1.95 ac. + 0.68 ac.)] 3.45 ac.
Field B 1 Total Wettable [(4.23 ac. + 3.38 ac. + 3.41 ac. + 3.45 ac.)] 14.47 ac.
Field B2 41.2 ac. +/- Spray Field
Lane 1*
➢ Start End Area [Table EE85 - B] 0.84 ac.
> Middle Area [773'(315'/2 + 280'/2)/43,560] 5.28 ac.
Stop End Area [Table EE85 - G] 0.69 ac.
:- Total Area [(0.84 ac. + 5.28 ac. + 0.69 ac.) (0.625)] 4.26 ac.
Lane 2
Start End Area [Table EI85 - B] 0.81 ac.
Middle Area [615'(280')/43,560] 3.95 ac.
> Stop End Area [Table EI85 - G] 0.66 ac.
Total Area [(0.81 ac. + 3.95 ac. + 0.66 ac.)] 5.42 ac.
2

Scott Britt
Lane 3
1/11/02
> Start End Area [Table EI85 - B] 0.81 ac.
)- Middle Area [539'(280')/43,560] 3.46 ac.
• Stop End Area [Table EI85 - G] 0.66 ac.
• Total Area [(0.81 ac. + 3.46 ac. + 0.66 ac.)] 4.93 ac.
Lane 4
• Start End Area [Table EI85 - B] 0.81 ac.
> Middle Area [805'(280')/43,560] 5.17 ac.
> Stop End Area [Table EI85 - G] 0.66 ac.
> Total Area [(0.81 ac. + 5.17 ac. + 0.66 ac.)] 6.64 ac.
Lane 5
• Start End Area [Table EI85 - B] 0.81 ac.
> Middle Area [832'(280')/43,560] 5.35 ac.
Stop End Area [Table EI85 - G] 0.66 ac.
➢ Total Area [(0.81 ac. + 5.35 ac. + 0.66 ac.)] 6.82 ac.
Lane 6
> Start End Area [Table EE85 - B] 0.84 ac.
> Middle Area [684'(315'/2 + 280'/2)/43,560] 4.67 ac.
> Stop End Area [Table EE85 - G] 0.69 ac.
> Total Area [(0.84 ac. + 4.67 ac. + 0.69 ac.)] 6.20 ac.
Field B2 Total Wettable [(4.26 ac. + 5.42 ac. + 5.93 ac. + 6.64 ac. + 6.82 ac. + 6.20 ac.)] 34.27 ac.
Field B3 6.8 ac. +/- Spray Field
Lane 1
> Start End Area(A) [Table E90+ - B] 0.70 ac.
• Middle Area(A) [475'(.9 x 315')/43,560] 3.09 ac.
> Stop End Area(A) [N/A] 0.00 ac.
> Start End Area(B) [Table E90+ - B(0.375)] 0.26 ac.
rr Middle Area(B) [77'(.9 x 315')/43,560] 0.50 ac.
> Stop End Area(B) [Table E90+ - G] 0.58 ac.
Total Area [(0.70 ac. + 3.09 ac.)(0.625) + 0.26 ac. + 0.50 ac. + 0.58 ac.)] 3.71 ac.
Field B3 Total Wettable [(3.71)] 3.71 ac.
Available Honey Wagon Fields If Needed
Field B4 4.50 ac.
Field B5 19.70 ac.
3

Scott Britt 1/11/02
Total Wettable Acres
Field B 1 14.47 ac.
i Field B2 34.27 ac.
Field B3 3.71 ac.
Total 52.45 ac.
Total Available Honey Wagon Acres If Needed
Field B4 4.50 ac.
i Field B5 19.70 ac.
Total Acres 24.20 ac.
Prepared by Agriment Services Inc.
P.O. Box 1096 - Beulaville , NC — 28518
Phone [phone] - Fax [phone]
Signature of owner or facility representative Signature of tec st
4" o t4' e �,�.,H.teel
Printed name of the same above Printed name of the same above
c •
Date
chciali
/Q-/D 1
Date
4
4

FIELD Bl
MFRAYRfi°
FIELD B4
;A;AA' w
A'
SCOTT BRITT FARM
AVAILABLE
HONEY WAGON
AVAILABLE
HONEY WAGON
FIELD BS
!PRAY FIR0
400'
FIELD B3
6.1Ac N•
!MAY PRO
FIELD B2
41JAt. N•
!PRAY F/l0D
GRAPHIC SCALE
0 200400' 000'
Lej
Ct-
05,
1600'
( 1N FEET )
1 inch = 400 ft.

Grower: Scott Britt Farm
Address: PO Box 27
Albertson, NC 28508
County: Duplin
Designed By: KBW
Checked By: DSE
Date:
Sheet 1 of 7
07/18/03
ANAEROBIC
FARM INFORMATION
Nursery:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
WASTE LAGOON
Farm PODulation•
LAGOON INFORMATION
Is Lagoon Designed as an Irregular Shape?
Does Operator Want Emergency Spillway?
Was This Design Built Prior to Sept. 1996?
Is Drain Tile Req'd to Lower SHWT?
Seasonal High Water Table Elev:
Freeboard:
Emergency Spillway Flow Depth: Not Applicable
Side Slopes:
Inside Top Length:
Inside Top Width:
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
(Y/N)
(Y/N)
(Y/N)
(Y/N)
LAGOON VOLUME REQUIRED VOL.
Storm Stor =
Temporary =
Permanent =
Total Volume =
Depth
14.00 Ft.
28.08 In.
65.4 In.
DESIGN VOLUMES
140438 (Cu.Ft.) 140,955 (Cu.Ft.)
268774 (Cu.Ft.) 297,262 (Cu.Ft.)
619650 (Cu.Ft.) 620,049 (Cu.Ft.)
1,028,861 (Cu.Ft.) 1,058,267 (Cu.Ft.)
Min. Required Liner Thickness
Lagoon Surface Area: (Inside TOD)
DESIGN
N
N
N
N
0
3672 Hd.
0
0
0
0
180 Days
7.5 In.
7.5 In.
7.0 In.
0
0
91.50 Ft.
1.0 Ft.
0.3 Ft.
3 :1 (H:V)
210.0 Ft.
535.0 Ft.
102.50 Ft.
88.50 Ft.
100.16 Ft.
97.05 Ft.
% REQ'D.
100.37%
110.60%
100.06%
102.86%
40 mil HDPE
112,350 S.F.
Murphy -Brown, LLC Engineering
P.O. Box 856 ,Warsaw, NC 28398 [phone]

Elevation (FT.)
88.50
89.00
90.00
91.00
92.00
93.00
94.00
95.00
96.00
97.00
98.00
99.00
100.00
101.00
102.00
102.50
Grower: Scott Britt I -arm
Address: PO Box 27
Albertson, NC 28508
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 07/18/03
Sheet 2 of 7
ACTUAL DESIGN
LAGOON STAGE -AREA VOLUMES
Contour
Area (SF)
56,826
58,566
62,100
65,706
69,384
73,134
76,956
80,850
84,816
88,854
92,964
97,146
101,400
105,726
110,124
112,350
VOLUME
CALCULATIONS
Incr. Vol. (Cu. FT)
28,848
60,333
63,903
67,545
71,259
75,045
78,903
82,833
86,835
90,909
95,055
99,273
103,563
107,925
55,619
Cumul. Vol. (Cu. FT)
28,848
89,181
153,084
220,629
291,888
366,933
445,836
528,669
615,504
706,413
801,468
900,741
1,004,304
1,112,229
1,167,848
These volumes were calculated using the vertical average end area method.
TOTAL REQD VO 1,028,861 CF
CUMULATIVE VOL.
ZONE VOL. 102.86%
END PUMP = = =
START PUMP = =
MAX STORAGE =
97.05
100.16
101.50
FT
FT
FT
620,049 CF TR'MT
917,311 CF TEMP
1,058,267 CF STORM
620,049 100.06%
297,262 110.60%
140,955 100.37%
Murphy -Brown, LLC Engineering
P.O. Box 856 ,Warsaw, NC 28398
[phone]

Grower: Scott Britt Farm
Address: PO Box 27
Albertson, NC 28508
County: Duplin
Designed By: KBW
Checked By: DSE
Date: 07/18/03
Sheet3of7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
Animal Type Capacity * ALW * (cu.ft./Ib) = Total
Nursery
0
30
1.00
0
Finishing
3,672
135
1.00
495,720
Farrow to weanling
0
433
0.67
0
Farrow to feeder
0
522
0.67
0
Farrow to finish
0
1,417
1.00
0
Boars
0
400
0.50
0
Total Required Treatment Volume (cu. ft.)=
Sludge Storage Volume:
495,720
Animal Type Capacity * ALW * (cu.ft./Ib) = Total
Nursery
0
30
0.25
0
Finishing
3,672
135
0.25
123,930
Farrow to weanling
0
433
0.17
0
Farrow to feeder
0
522
0.17
0
Farrow to finish
0
1,417
0.25
0
Boars
0
400
0.125
0
Total Required Sludge Storage Volume (cu. ft.)=
Temporary Storage Volume:
Manure Production:
123,930
Animal Type
Capacity * Sto. Period ./day) = Total
Nursery
0
180
0.30
0
Finishing
3,672
180
1.40
925,344
Farrow to weanling
0
180
4.30
0
Farrow to feeder
0
180
4.50
0
Farrow to finish
0
180
13.50
0
Boars
0
180
4.00
0
Total Manure Product on (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
925,344
123,709
Animal Type
Capacity * Sto. Period ./day) = Total
Nursery
0
180
0.20
0
Finishing
3,672
180
0.90
594,864
Farrow to weanling
0
180
2.90
0
Farrow to feeder
0
180
3.50
0
Farrow to finish
0
180
9.50
0
Boars
0
180
2.70
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=
594,864
79,527
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Scott Britt Farm Designed By: KBW
Address: PO Box 27 Checked By: DSE
Albertson, NC 28508 Date: 07/18/03
County: Duplin Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol.=(Lagoon Surface Area + Additional Drainage Area) * Rainfall / 12in./ft
Vol.= (112350 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)=
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25Yr./24Hr. Storm(in) / 12in./ft.
Vol.= (112350 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for 25Yr.-24Hr. Storm Event (cu.ft)=
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (112350 sq.ft + 0 sq.ft.) * 7.5 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) =
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
Total Required Storm Storage
(25 Yr. / 24 Hr. Storm + "Heavy Rain") =
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess) =
Total Required Permanent Storage
(Treatment + Sludge) =
TOTAL REQUIRED VOLUME = 1028861 (CU.FT.)
65,538
70,219
70,219
140,438 (CU.FT)
268,774 (CU.FT)
619,650 (CU.FT)
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Scott Britt Farm Designed By: KBW
Address: PO Box 27 Checked By: DSE
Albertson, NC 28508 Date: 07/18/03
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
Emergency Spillway Crest Elevation
Top of 25 yr/24 hr Storm Storage
Top of "Heavy Rain" Storage
Start Pump Elevation
End Pump Elevation
Top of Sludge Storage
Seasonal High Watertable Elev.
Finished Bottom Elevation
Inside Top Length
Inside Top Width
Side Slopes
Lagoon Surface Area
Min. Liner Thickness (if required)
Freeboard Depth
Temporary Storage Period
Zone Depths'
TOTAL DESIGN VOLUME = 1058267 (CU.FT.)
Treatment / Sludge Storage Zone Depth
Temporary Storage Zone Depth
Freeboard / Storm Storage Zone Depth
102.50 FT.
Not A Applicable
101.50 FT.
100.84 FT.
100.16 FT.
97.05 FT.
90.54 FT.
it.Qo FT.
88.50 FT.
210.00 FT.
535.00 FT.
3:1 H:V
112,350 SF
2.0 FT.
1.00 FT.
180 Days
8.6 FT.
3.1 FT.
2.3 FT.
Total Lagoon Depth
14.0 FT.
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]

Grower:
Address:
County:
Scott Britt Farm
PO Box 27
Albertson, NC 28508
Duplin
Design KBW
Checke DSE
Date: 07/18/03
Sheet 6of7
ZONE ELEVATIONS
TOP OF DIKE ELEV = 102.50
STRT PMP EL.= 100.16
END PMP EL. = 97.05
TOP OF STORM ELEV = 101.50
TOP OF HEAVY RAIN ELEV = 100.84
TOP OF TEMP STORAGE ELEV = 100.16
TOP OF TREAT ELEV = 97.05
TOP OF SLUDGE ELEV = 90.54 /
FINISHED BOTTOM ELEV = 88.50
SHWT = 0.00
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]

Grower: Scott Britt Farm Designed By: KBW
Address: PO Box 27 Checked By: DSE
Albertson, NC 28508 Date: 07/18/03
County: Duplin Sheet 7 of 7
This livestock waste treatment lagoon is designed in accordance with the North Carolina
Natural Resources Conservation Service PRACTICE STANDARD 359- WASTE TREATMENT
LAGOON, revised in September, 1996.
Emergency Spillway:
An Emergency Spillway is not required.
NOTE: See attached Waste Utilization Plaji+` k ARlr��,',..
DESIGNED:
0239 4
DATE: 77Z 5/03 •
o ,••
teitaanamaeo0
COMMENTS:
Murphy -Brown, LLC Engineering
P.O. Box 856, Warsaw NC 28398
[phone]

May 27, 2004
ENGINEER'S CERTIFICATION
I, David S. Elkin, P.E. , as a duly registered Professional Engineer in the State
of North Carolina, having been authorized to observe (periodically) the
construction of the project, Scott Britt Farm Lagoon , Albertson, NC Durgin Co.
Project Name Location
for Mr. Scott Britt hereby state that, to the best of my abilities, due care and diligence was
used in the observation of the construction of the earthen lagoon and installation of the 40
mil synthetic lagoon liner, such that the construction was observed to be built within
substantial compliance and intent of the permit, the approved plans and specifications,
and other supporting materials.
The remaining items for installation are; the staff gauge and the lift station.
Signature
Date 5/7-r0
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EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMNET SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (MRCS)
COOPERATIVE EXTERSION SERVICE (CES)
[phone]
[phone]
[phone]
[phone]
[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.
G. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators -action include:
E.
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.
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

Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Coulda 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: ' R (} We.r1-oo,
b. Contractors Address:
Rod N sc. 14-I 1-1-w� i PTA (r-- ; II � Nfc c. Contractors Contractors Phone: alto -- 2.cg--/
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, -etc.)
a. Name: VS04 4 R cS
b.-Phone qt o -1q 6 -
7. Implement procedures as -advised by DWQ and technical assistance agencies to
rectify th.e 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

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

eowN
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 1 000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
:.. .:pH .is between 7.5 and •8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.
,.. .

Practice water conservation —minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level..
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials into the lagoon.
Frequently.remove solids•from catch basins at end of confinement houses or
wherever they are installed.
i 4aintain 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.

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 movingwater 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.
tofP

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source
Cause
BMP's to Minimize Odor Site Specific. Practices
(Liquid Systems)
Flush Gutters • Accumulation of solids
( system is designed and operated
sufficiently to remove accumulated
soilds from gutters as designed.
!pre -move bridging of accumulated solids at
discharge
Lagoons and Pits Crusted Solids
( aintain 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 becaying vegetation
Growth
(..„)„Mdintain vegetative control along •banks'of
lagoons and other impoundments to prevent
accumulation ot•decaying vegetative matter
along water's edge on1nipoUndment'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.
rs () 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
() Reduce moisture accumulation within and:around
immediate perimeter of feed storage areas by .
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture.grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes
. and feed wastage.
() Eliminate low area that trap Moisturealong fences
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).
ANC --November 11. 1996

Dry Manure Handling Accumulations of animal wastos
Systems
( ) Remove spillage on a routino basis (e.g. 7-10 day
interval during summer; 15-30 days interval.during
winter) where manure is loaded for land application
-or dispasal.
() Provide foradeguate drainage around manure stockpiles.
() Inspect for and remove or breakup accumulated wastes
• in filter stripes around stockpiles and manure handling
. areas es 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.
(.11411,11-'dar4,
(Landowner Signature)
.S & Farms — ) a,,7. /4401 i jl-i o �► .
• (Farm Name) •
31 -sO')
(Facility Number)
• �.
For more information contact the Cooperative Extension Service, Department of Entomology , Box 7613, North Carolina State University, Raleigh, NC
5-7613.
AMIC—November 11, 1996 •

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause
Farmstead
Swine production
BMP's to Minimize Odor Site Specific Practices
(4getativo or wooded buffers;
( commanded bust management
prac ices;.•
( ood judgment and common sense
Animal body surfaces . Dirty manure -covered animals ..),4 floors
Floor surfaces Wet manure -covered floors
() Slotted floors;
terors located over slotted floors;
(tfeers at high end of solid floors;
( crapo manure buildup from floors;
() Underfloor ventilation for drying •
Manure collection pits Urine ( requent manure removal by flush,pit
rechargo,or scrape
Parital micorbial decomposition () Underfloor ventilation
•Ventilation exhaust fans
Volatile gases;
Dust •
• (..fan maintenance;
. - - ('_ , dent air movement
Indoor surfaces • Dust (• shdown between groups of animals.
() Feed additives;
. () Feeder, covers;
() Feed delivery downspout extenders to
feeder covers •
('sh tanks
Agitation of recycled lagoon
liquid whiles tanks are filling
() Flush tank covers
() Extend fill lines to near bottom of
tanks with anti -siphon vents .
Flush alleys
• Agitation during wastewater ,(underfloor flush with underfloor
conveyanance ventilation
.Pit recharge points
Agitation of recycled lagoon () Extend rechard lines to near bottom of
liquid while pits are filling
pits with anti -siphon vents •
Lift stations
• ;Agitation during sump tank filljng•
and drawdown
( ) Sump tank covers
Outside drain collection Agitation during wastewater
•or junction boxes . • . • : •:conveyance
() Box covers
End of drainpipes at lagoon Agitation during wastewater () Extend discharge point of pipes
underneath lagoon liquid level .
Lagoon surfaces
Volatile gas emissions (�o er lagoon liquid capacity
Biological mixing (tect lagoon startup procedures .
Agitation ( ini um surface area -to -volume ratio
( inimum agitation when pumping
() Mechanical aeration
() Proven biological additives
Irrigation sprinkler nozzles High pressure agitation
Wind draft
( ng a on dry days with little or no wind
( ini um recommended operation pressure
( ump intake near lagoon liquid surface
() Pump from second -stage lagoon
AMOC--November 11, 1996

.orage tank or basin
surface
Partial microbial decomposition
Mixing while filling
Agitation when emptying
() Bottom or midlevel loading
() Tank covers
() Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface
Partial micobial decomposition
Mixing while filling
Agitation when emptying
() Extend drainpipe outlets underneath liquid
level
() Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading
spreader outlets Volatile gas emissions
(od ' ection of, slurry/sludges
( ash residual manure from spreador after use
O Proven biological additives or oxidants
Uncovered manure, slurry Volatile gas emissions while drying
or sludge on field surfaces
( i igfection of slurry/sludges
corporation within 48 hours
( -read in thin uniform layers for rapid drying
'r () Proven biological additives or oxidants
Dead animals
Carcass decomposition
(per disposition of carcasses
Dead anirrial disposal Carcass decomposition
pits - - -
( )-Complete covering of carcasses in burial pits
'
() Proper locetion7constructionof disposal-pitss
Incinerators
Incomplete combustion
() Secondary stack burners
Standing water around
facilities
Improper drainage
Microbial decomposition of
organic matter
(F ade and landscape such Ihet water drains
away from facilities
lure tracked onto public Poorly maintained access roads
..,ads from farm access
(arm access road maintenance
Additional Information:
Available From:
Swine Manure Management; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge -Lagoon Treatment; EBAg 128-88
Swine Production Facility Manure Management: Underfloor Fluse-Lagoon Treatment; EBAE 129-88
Lagoon Desig and Managenleent.for Livestock :Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurano,Program:. NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors ,and Flies; PRO107, 1995 Conference Proceedings
NCSU-County Extension Center
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-Swine Extension
NC Pork Produces Assoc
NCSU Agri Communications
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.
.411
(Landowner Signature)
AMOC-November 11, 1996

MORTALITY MANAGEMENT METHODS
(check which method(s) are being implemented)
Burial three feet beneath the surface of the ground within 24 hours
after knowledge ofthe 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. assize 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)