310109_Application_20240215

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, 2024, 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, 2024.
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.
Certificate Of Coverage Number: AWS310109
2.
Facility Name: Chase Britt Farm
3.
Permittee's Name (same as on the Waste Management Plan):
Chase Edmond Britt
4.
Permittee's Mailing Address: 441 Coy Smith Rd
City: Albertson State: NC
Telephone Number: 252-286-2701 Ext. E-mail: h0553cebAgmail.com
5.
Facility's Physical Address: 2675 Jimmie Lee Rd
City: Pink Hill State: NC
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"):
Prestage Farms Inc
10.
Operator Name (OIC): Chase Edmond Britt
Phone No.: 252-286-2701
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
5,420
Operation Types:
Zip: 28508-9434
Zip: 28572
OIC #: 1010094
Swine
Cattle
Dry Poultry
Other Tvoes
Wean to Finish
Dairy Calf
Non Laying Chickens
Horses - Horses
Wean to Feeder
Dairy Heifer
Laying Chickens
Horses - Other
Farrow to Finish
Milk Cow
Pullets
Sheep- Sheep
Feeder to Finish
Dry Cow
Turkeys
Sheep - Other
Farrow to Wean
Beef Stocker Calf
Turkey Pullet
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Wet Poultry
Gilts
Other
Non Laying Pullet
Other
Layers

13. Waste Treatment Lagoons, Digesters and Waste Storage Ponds (WSP): (Fill/Verify the following information.
Make all necessary corrections and provide missing data.)
Structure
Name
Structure Type
(Lagoon/Digester/
WSP)
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
'Redline"
(Inches)
1
Lagoon
12/I1/1984
Full, clay
470,474.00
52,272.00
19.50
2
Lagoon
1/11/1993
Full, clay
315,689.00
47,916.00
19.50
3
Lagoon
8/23/1993
Full, clay
310,464.00
47,916.00
19.50
Submit one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed
application as required by NC General Statutes 143-215.1OC(d), either by mailing to the address below or sending it via
email to the email 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
It. The required MRCS 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, solids separators, sludge drying system, waste transfers, etc.)
1 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.)
Print the Name of the PermitteelLandowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. If Landowner is a corporation, signature should be by a principal executive officer of the corporation):
Name (Print): Chase Britt
Signature:
Name (Print):
Signature:
Name (Print):
Signature:
Title: owner
Date: 2/13/2024
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
E-mail: [e-mail]
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636

Nutrient Management Plan For animal Waste Utilization
This plan has been prepared for:
Chase Britt Farm (31-109)
Chase E. Britt
441 Coy Smith Road
Albertson, NC 28508
[phone]
This plan has been developed by:
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
P© Box 1096
Beulaville, NC 28518
252-568-26,
D veloper Sign ure
Type of flan: Nitrogen Only with Manure Only
Owner/Manager/Producer agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature (owner)
Signature (manager or producer)
/I - 9 -"7
Date
Date
This plan meets the minimum standards and specifications of the I.T.S. Department of
Agriculture - Natural resources Conservation Service or the standard of practices
adopted by the Soil and 'Water Conservation Commission.
PIan approved By: _ ---- //- 9-,?©oiA
R/-chnicai Special isranature Date
- - -
_---...--------------
943032 Database Version 4.1 Date Printed: 11-09-2022 Cover Page l

Nutrients applied in accordance with this plan will be supplied from the
l following source(s):
Commercial Fertilizer is not included in this plan.
S7
Swine Feeder -Finish Lagoon Liquid waste generated 5,024,340 gals/year by a 5,420
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
9056
Incorporated
10868
Injected
10868
I rrigated
9056
Max. Avail.
PAN (lbs)*
Actual PAN
Applied Obs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
9,056
14381
-5,325
7,978,422
-2,954,082
Year 2
9,056
15623
-6,567
8,667,252
-3,642,912
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN ;s calculated on the basis of the actual application method(s) identified in the plan for this source.
943032 Database Version 4.1 Date Printed: 11-09-2022 Source Page 1 of 1

Narrative
11-9-2022
This plan is to update new owner information. 30lbs PAN may be applied to small grain cover crop after
removal of soybeans and before planning corn. Thus, the corn crop would need its PAN reduced by any
waste applications that accrued on previous cover crop. If no applications accrue on cover crop,
reduction is not required. Small Grain cover crop application window will be Sept. to March. Rye,
Grain or Oats, Grain may also replace Wheat, Grain with same PAN rate but using the following
application window 9/ 1 - 3/31.
---- ------------.----------------------------- --------------------
943032 Database Version 4.1 Date Printed: 11-09-2022 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where avai table.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
8402
01
2.38
2.38
NIA
Norfolk
Cam, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
8402
02
2.43
2.43
N/A
Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
8402
03
4.32
4.32
NIA
Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
8402
04
4.361
4.36
NIA
Norfolk
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
8402
05
4.55
4.55
NIA
Norfolk
Com, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
8402
06
6.90
6.90
NIA
Torhunta
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
8402
07
7.31
7.31
N/A
Torhunta
Corn, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
8402
08
9.53
9.53
N/A
Torhunta
Com, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
8402
09
6.93
0.93
N/A
Torhunta
Com, Grain
125 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Double Crop
35 bu.
8402
11
2.63
2.63
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
8402
1 13
8.32
8.32
N/A
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
943032 Database Version 4.1 Date Printed 11{912022
PCS Page 1 of 2
NOTE: Symbol * means user entered data.

Id
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
Soybeans, Manured, Double Crop
25 bu.
8402
14
7.38
7.38
N/A lAutryvillc
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Double Crop
25 bu.
8402
15
4.20
4.20
NIA
Lucy
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
8403
10
1.04
1.04
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
8403
12
3.931
3.93
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
PLAN TOTALS: 76.21 76.21
TJ`,
Potential Leachin
Technical Guidance
Low potential to contribute to soluble
None
< 2
nutrient leaching below the root zone.
>= 2 &
Moderate potential to contribute to
Nutrient Management (590) should be planned.
soluble nutrient leaching below the root
<= 10
zone.
High potential to contribute to soluble
Nutrient Management (590) should be planned. Other conservation practices that improve
nutrient leaching below the root zone.
the soils available water holding capacity and improve nutrient use efficiency should be
> 10
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
943032 Database Version 4.1 Date Printed 11J912022
PCS Page 2 of 2
NOTE: Symbol * means user entered data.

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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)
8402
01
Norfolk
0.50
1.0
8402
02
Norfolk
0.50
1.0
8402
03
Norfolk
0.50
1.0
8402
04
Norfolk
0.50
1.0
8402
05
Norfolk
0.50
1.0
8402
06
Torhunta
0.45
1.0
8402
07
'Torhunta
0.45
1.0
8402
08
Torhunta
0.45
1.0
8402
09
Torhunta
0.45
1.0
8402
11
Autryville
0.60
1.0
8402
13
Autryville
0.60
1.0
8402
14
Autryville
0.60
1.0
8402
15
Lucy
0.60
1.0
8403
10
Autryville
0.60
1.0
8403
12
Autryville
0.60
1.0
943032 Database Version 4.1 Date Printed 11/9/2022 IAF Page I of I
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should betaken 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 streans 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
Ib/ac
Maximum Sludge
Application Rate
1000 gat/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
60.88
121.77
182.65
Hay 6 ton R.Y.E.
300
29.38
30.44
60.88
91.33
Soybean 40 bu
160
15.67
57.08
114.16
171.24
-------------- -------.-----------------------------------------------------------------------
943032 Database Version 4.1 Date Printed: 11-09-2022 Sludge Page I 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 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 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 uti lization plan is inconsistent with the structure's temporary storage capacity.
A-a;lnl%]a Ufnof� 6tnrnrrP Onnnt-4ii
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
911
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
44
1
2
77
1
3
119
1
4
164
1
5
180
1
6
180
1
7
162
1
8
150
1
9
169
1
10
180
1
11
180
1
12
180
2
1
180
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
165
2
11
140
2
12
113
* Available Storage Capacity is calculated as of the end of each month.
(110,11 ------^ ----- - - -------...-------------------------------------------
9431032 Database Version 4.1 Date Printed: 11-09-2022 Capacity Page 1 of I

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.
d. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, MRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
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).
------- - - _-------------..--------------------------------------
943032 Database Version 4.1 Date Printed: 11/9/2022 Specification Page I

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.
h. 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.
---- ---- - - - - ------------------ - ------------------------
943032 Database Version 4.1 Date Printed: I 1{9l2022 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.
- ------ -- -------------------------------------------------
943032 Database Version 4.1 Date Printed: 11/9/2422 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products 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 a°ate 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.
----------- --- ------------------------------------------------------
943032 Database Version 4.1 Date Printed: 11/9/2022 Specification Page 4

Id
Crop Notes
The following crop note applies to field(s): 06, 07, 08, 09
Corn CP, Organic Soils
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. Phospborus 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. Tile 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): 01, 02, 03, 04, 05
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-ti11. 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 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.
----- ... -
U _ ------------------------------------------
943032 Database Version 4.1 Date Printed: 11-09-2022 CropNote Page I of 5

The following crop note applies to field(s): 13, 14
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 ibs/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): 10, 11, 12, 15
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 groundeover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 1001b/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25`Yo 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.
---------_--- .- ---_---------------------------------------
--------
943032 Database Version 4.1 Date Printed: 11-09-2022 Crop Note Page 2 of 5

The following crop note applies to field(s): 10, 11, 12, 15
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): 06, 07, 08, 09
Wheat: Coastal Plain, Organic Soils
In the Coastal Plain. wlicat 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 Needing 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 Ibs/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.
The following crop note applies to field(s): 01, 02, 03, 04, 05
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.
-- -- — - --- --- -- ---------------------------------------g----
943032 Database Version 4.1 Date Printed: 11-09-2022 CropNote Page 3 of 5

The following crop note applies to field(s): 13, 14
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.
The following crop note applies to field(s): 06, 07, 08, 09
Double -Crop Soybeans, Coastal Plain: Organic Soils
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 so}beans can be applied to the wheat in the Fall. For soils such as------- phosphorus
should be applied at planting as phosphorus will leach from these soils. Soybeans produce their own
nitrogen and are normally grown without additions of nitrogen. However, applications of 20-30 lbs/acre
N are sometimes made ac 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.
----- - - - - ---------------------------------------g---------
943032 Database Version 4.1 Date Printed: 11-09-2022 CropNote Page 4 of 5

The following crop note applies to field(s): 01, 02, 03, 04, 05
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 toot 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 toot 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 so beans 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 ibs/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): 13, 14
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. keview 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 loot 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 shou Id he 1- i 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.
---------------- __-- - ------------------------------------------------
943032 Database Version 4.1 Date Printed: 11-09-2022 Crop Note Page 5 of 5

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CAW* Watt ble M6
MR JCLUXC rave I PLIU1111 �IIB
U�
C Jjg
I I NO
MP 0 Uj Tr T'T Q
1. V
Farm Number (Identification)
10"9 Field Num6if (Idie'rit'ification)
2.. Irrigation System Designation Existing Irrigation System New/ Expanded Irrigation System`
3. Number of Travel Lanes # Interi6r f
Lanes h #Exterior Lanes /��feetl Length o' pull
b IIJ # Interior Lanes # Exterior Lanes I" rfeet] Length of pull(L2)
'rr' Interior Lanes -h 1S' # Exterior Lanes -1 Ykl [feet] Length of pull(L3)
4. Wetted Diameter '30 0 [feet] From field data sheet
5. Spacing V 0 Hydrant Spacing [feet] [as percent of wetted diameter)
6. Hydrant Layout, 4Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Lane Length (LI) _ Interii6r or 13Exterior (Lane/Hydrant)
(a) Acres start end of pull from Table k-E- 9O colum n
-2 2 (b) Acres middle portion of pull (LI)
(Pull Length/ [feet] X Wetted Width.9,20 [feet])/43,560
0 (c) Acres stop end ofpull from Table E-E �,Q Column
g,-3;LTotal acres for Travel Lane Length (M) (Sum: a + b + c)
Travel Lane AMLength (L2) j 111 0 --�- Interior or Exterior (Lane/Hydrant)
(a) Acres start end of pull from Table E-T 90 Colurrui
(b) Acres middle portion of pull (LI)
(Pull Lengthy [feet] X Wetted Width,9 YO [feet]} 143,560
(c)Pares --top end of pull from 7able ET 9'0
Total acres for Travel Lane Length (L2) (Sum: a -* b -. c)
..7
Travel Lane Length (U) In ---nor or Exterior (Lan. -.Hydrant)
(a) Acres start end of pull from Table cl,) C 01 u a, I
MUU _3 (b) Acres iddli-- portion of pull (LI)
'-4
(Pull Leng-thl;:Sj [fV�7�jj / q b
--et] X We-n3d id� _Jftez]) 143..560
(c) A-cres stop end of pull from Table EC 40 Col
0 Total acres for Travel Lane Length (L3) (Sum: a - b - c)
C�
S. Mukiolv the tabulated irrigated azrta2-- value per travell pull by th— - Rory in the
jju'Xjn1- 07 Puj;
d-t h I of, ea .are-
aeld. Sum all of these an h;*s is the total it acreage for field.
(a) Acres per Travel Lane Length (LI)
X / S Lanes
= 9, 3 Acres
(b) Acres per Travel Laze. Length (L2)
X I Lanes
= 73 A,.,-I-s
q,,P D
(c) Acres per Travel Lane Length (L3)
X / Lanes
= 1/, � C) Acres
Total CANVINIP NVettable Acres for field (Sum: 8a 1 8b + 8c)
Wettable Acre Computational Work -sheet Completed by:
Date:

CAWMP Wettable Acm Traveling Gun Computational Wak*.d. 2.20-99
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) `3 / - / 0 9 Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System New/ Expanded Irrigation System
3. Number of Travel Lanes -7 # Interior Lanes # Exterior Lanes JLe.0 [feet] Length of pull(L1)
$ # Interior Lanes # Exterior Lanes /y (o / lfeet] Length of pull(L2)
# Interior Lanes _�_ # Exterior Lanes /[feet] Length of pull(L3)
4. Wetted Diameter 30 D [feet] From field data sheet
5: Spacing A y0 Hydrant Spacing [feet] [as percent of wetted diameter]
6. Hydrant Layout ✓ Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Lane Length (Ll) Interior or _ZExterior (Lane/Hydrant)
« i (a) Acres start end of pull from Table f-Y FO Column
(£� (b) Acres middle portion of pull (L1)
{Pull Length //a Y [feet] X Wetted Width 29 70 [feet])143,560
0 (c) Acres stop end of pull from Table �&r Column U
J,31 Total acres for Travel Lane Length (Ll) (Sum: a + b + c)
Travel Lane Length (L2) Interior or _Exterior (Lane/Hydrant)
(a) Acres start end of pull from Table ET C V Column ,G {
q 0 (o (b) Acres middle portion of pull (L1)
{Pull Lengthl & / [feet] X Wetted Width 170 [feet]) 143,560
a _ (c) A,�res --top end of pull from 7able fZ t, Coll = _
9_ Total acres for Travel Lane Length (L2) (Sum: a —' b + c)
Travel Lane Length (U) lnterior or 9 Exterior (Lane/Hydrant)
S, (a) Acres start end of pull from Table E E G Column
70 (b) Acres middle portion of ull (l l) x
6' {Pull Length 5-y7 [feet] X Wetted Width lab 0 [feet]} l 43;560
0 (c) Acres stop end of pull from Table E F '75 Column G
G . Total acres for Travel Lane Length (U) (Sum: a + b + c)
8. Nfultiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Sum all of these and this is the total irrigated acreage for the field.
(r, L S_ (a) Acres per Travel Lane Length (L1) X
'7
r Lanes
Acres
`l',13 (b) Acres per Travel Lane Length (L2) X
$
` Lanes
= �'. S"3 Acres
- (c) Acres per Travel Lane Length (L3) X
T Lanes
= G, 9-3 Acres
)8_ Total CA`3'MP Wettable Acres for field (Sum: Sa + 8b + 8c)
Wettable Acre Computational Worksheet Completed by:' o---' Date:

CAWMp Wettable AArl s r X ;
F rx c . s -+�i 4rnvetng Gva cas�t,«W WI Z-xa
,d„'j�a,t.• a .+r; a:arz,'yc,�'.LtaF89v
:fittard Sose Traveling Gun Sy em
' "' . ._ .' .. ita..,...^@4�:'� s:.;k 5...1E "•'i^ Y4
t
COWUTATIQNALVO
t. Farm Number (Identification) 31 - / 0 c1 Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System New/ Expanded Irrigation Systeiri'
3. Number of Travel Lanes # Interior Lanes_ # Exterior Lanes 2 7;-- [feet] Length of pull(Ll)
# Interior Lanes _� # Exterior Lanes .2 9 -1 [feet] Length ofpuli(L2)
# Interior Lanes / 2 # Exterior Lanes r 0 [feet] Length of pull(p)
4. Wetted Diameter 300 [feet] From field data sheet
5. Spacing Q Y 0 Hydrant Spacing [feet] U [as percent of wetted diameter]
6. Hydrant Layout -,-Multiple Hydrants Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Lane Length (LI) Interior or /0 Exterior (Lane/Hydrant)
,a o (a) Acres start end of pull from Table r 4 Column
(b) Acres middle portion of pull (LI)
{Pull Lengthy ? a. [feet] X Wetted Width / 3S [feet])/43,560
A_ (c) Acres stop end of pull from Table E b q o Column L
Total acres for Travel Lane Length (LI) (Sum: a + b + c)
Travel Lane Length (L2) Interior or _Exterior (Lane/Hydrant)
L� (a) Acres start end of pull from Table 6. q p Column
(b) Acres middle portion of pull (L1)
{Pull Lengthy 14 [feet] X Wetted Width eet]) / 43,560
a _ (c) Pares --top end of pull from _able E E 70 Colr nn _ C`
1. /a 6 Total acres for Travel Lane Length (L2) (Sum: a + b + c)
Travel Lane Length (L3) Interior or 12Exterior (Lanel`Hydra.nt)
, `f ? (a) Acres start end of pull from Table EL 9 G Colunii
3, (b) Acres nuddie portion of pull (LI)
{Pull Length D [feet] X Wetted Width J3 ?- [feet]) ; 43,560
C (c) Acres stop end of pull from Table C E q 0 Column L
Total acres for Travel Lane Length (U) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Sum all of these and th s is the total irrigated'acreage for the field.
(a) Acres per Travel Lane Length (Ll) X t rr Lanes Acres
01 . & (b) Acres per Travel Lane Length (L2) X l / Lanes = :t . a Acres
4 q (c) Acres per Travel Lane Length (D) X / ' Lanes Acres
Total CA'43'MP Wettable Acres for field (Sum: Sa + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: I ")— Date:%
0

z
CAWUP Wettable Acre
1. Farm Number (Identification) 2/� lo Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System New/ Expanded Irrigation Syaem'.*
3. Number of Travel Lanes # Interi6r Lanes # Exterior Lanes 996 [feet] Length of piA(W
9, ' # Interior Lanes Exterior Lanes -?Sjo [feet] Length of pull(L2)
3 # Interior Lanes # Exterior Lanes &j ? [feet] Length of pull(L3)
4. Wetted Diameter 30 0 [feet] From field data sheet
5. Spacing Hydrant Spacing [feet] ?D [as percent of wetted diameter]
6. Hydrant Layout f Multiple Hydrants --Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Lane Length (U) _ Inted'or or _L_Exterior (Lane/Hydrant)
fS- (a) Acres start end of pull from Table E E 9 0 Column
(b) Acres middle portion of pull (U)
{Pull Lengoth,22L [feet] X Wetted Width 2 7 0 [feet]) / 43,560
(c) Acres stop end of pull from Table EE 90 Column
2.3 � Total acres for Travel Lane Length (U) (Sum: a + b + c)
,#w Travel Lane Length (L2) a Interior or Exterior (Lane/Hydrant)
p .5
,4 7 (a) Acres start end of pull from Table F! 8� D Column
It (b) Acres middle portion of pull (LI)
(Pull Length3,& [feet] X Wetted Width o [feet]) / 43,560
0 _ (c) A.-.res --top end of pull from 7.able E go Colrmn_ C_
jL4 Z Total acres for Travel Lane Length (L2) (Sum: a + b + c)
Travel Lane Length (U) 2 Interior or Exterior (Lane/Hydrant)
,147 (a) Acres start end of pull from Table ET V� Colunii
(b) Acres middle portion of pull (LI)
(Pull Length_(o�9 [feet] X Wetted Width _? VO [feet]) / 43,560
0 (c) Acres stop erd of pull from Table 1 F ^ Column
q, 3.1 Total acres for Travel Lane Length (L3) (Sum: a + b + c)
C�
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Travel Lan-, Length (LI) X I ' Lanes Acres
(b) Acres per Travel Lane Length (L2) X !a -rr' Lanes Ll -"t Acres
(c) Acres per Travel Lane Length (L' :)) X 3 "Lanes Acres
9', D 3 Total CAWMP Wettable Acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by:�� Date:
G_
1. Farm Number (Identification) 2/� lo Field Number (Identification)
2. Irrigation System Designation Existing Irrigation System New/ Expanded Irrigation Syaem'.*
3. Number of Travel Lanes # Interi6r Lanes # Exterior Lanes 996 [feet] Length of piA(W
9, ' # Interior Lanes Exterior Lanes -?Sjo [feet] Length of pull(L2)
3 # Interior Lanes # Exterior Lanes &j ? [feet] Length of pull(L3)
4. Wetted Diameter 30 0 [feet] From field data sheet
5. Spacing Hydrant Spacing [feet] ?D [as percent of wetted diameter]
6. Hydrant Layout f Multiple Hydrants --Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Lane Length (U) _ Inted'or or _L_Exterior (Lane/Hydrant)
fS- (a) Acres start end of pull from Table E E 9 0 Column
(b) Acres middle portion of pull (U)
{Pull Lengoth,22L [feet] X Wetted Width 2 7 0 [feet]) / 43,560
(c) Acres stop end of pull from Table EE 90 Column
2.3 � Total acres for Travel Lane Length (U) (Sum: a + b + c)
,#w Travel Lane Length (L2) a Interior or Exterior (Lane/Hydrant)
p .5
,4 7 (a) Acres start end of pull from Table F! 8� D Column
It (b) Acres middle portion of pull (LI)
(Pull Length3,& [feet] X Wetted Width o [feet]) / 43,560
0 _ (c) A.-.res --top end of pull from 7.able E go Colrmn_ C_
jL4 Z Total acres for Travel Lane Length (L2) (Sum: a + b + c)
Travel Lane Length (U) 2 Interior or Exterior (Lane/Hydrant)
,147 (a) Acres start end of pull from Table ET V� Colunii
(b) Acres middle portion of pull (LI)
(Pull Length_(o�9 [feet] X Wetted Width _? VO [feet]) / 43,560
0 (c) Acres stop erd of pull from Table 1 F ^ Column
q, 3.1 Total acres for Travel Lane Length (L3) (Sum: a + b + c)
C�
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each category in the
field. Sum all of these and this is the total irrigated acreage for the field.
(a) Acres per Travel Lan-, Length (LI) X I ' Lanes Acres
(b) Acres per Travel Lane Length (L2) X !a -rr' Lanes Ll -"t Acres
(c) Acres per Travel Lane Length (L' :)) X 3 "Lanes Acres
9', D 3 Total CAWMP Wettable Acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by:�� Date:
G_

z
CAW? Wcuable Acia
(r,
- 1. Farm Number
2. Irrigation Sysi
3. Number of Travel Lanes # Interi6r Lanes # Exterior Lanes 7o& feet] Length of pull(Li)
# Interior Lanes # Eiterior Lanes -7 q i feet] Length of pull(L2)
# Interior Lanes # Exterior Lanes //1.7 [feet] Length ofpull(L3)
4. Wetted Diameter 3o o [feet] From field data sheet
5. Spacing 94 o Hydrant Spacing [feet] --op [as percent of wetted diameter]
6. Hydrant Layout v Multiple Hydrants —Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Lane Length (LI) L4 Interi'or or Exterior (Lane/Hydrant)
14 7 (a) Acres start end of pull from Table _ET 9 0 Column - f>
qf (b) Acres middle portion of pull (LI)
(Pull. Length_Z,Lo [feet] X Wetted Width 0 [feet]} / 43,560
o (c) Acres stop end of pull from Table EI'V' Column C.
q, 3b Total acres for Travel Lane Length (U) (Sum: a + b + c)
o�w Travel Lane Length (L2) S Interior or Exterior (Lane/Hydrant)
,q7 (a) Acres start end of pull from Table E-7 9 b Column
q,ot (b) Acres middle portion of pull (LI)
(Pull Length_2 Y 1' [feet] X Wetted Width q go [feet]) 143,560
0 _ (c) ?.gyres vtop end of pull from 7_able E! t 21
Coll:=
14,Y.3- Total acres for Travel Lane Length (L2) (Sum: a -' b - c)
Travel Lane Length (U) � Interior or Exterior (LaneiHydrant)
,q� (a) Acres start end of pull from Table ET columil
�,q3 (b) Acres middle portion of pull (LI)
{Pull Length //& 2 [feet] X Wetted Width .2-Ya [feet]) /43,560
o (c) Acres stop erd oA"pull from Table El 80 Column C-
Total acres for Travel Lane Length (La-) (Sum: a + b + c)
8. Nfultiply the tabulated irrigated acreage value per travel pull by the number of"pulls of each category in the
field. Slim all of these and this is the total irrigated acreage for the field.
q, 3 (a) Acres per Travel Lan-, Length (LI) X
L4
'rr Lanes
= Ll , 1-7 & Acres
14, SS-
(b) Acres per Travel Lane Length (L2) X
S
'rr Lanes
= 14, S, Acres
(c) Acres per Travel Lane Length (L33) X
(o
Irr Lanes
0 6
I Acres
/;, L4,5'— Total CAWMP Wettable Acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: -11:504n, Date: 11L91/o 1)
U

) q tMID)
w
7
w

`
r11-0-perator:Jimmy
�
Britt County: nupl 'n
Date:
�1/11/93
Distance to nearest residence (other than owner):
1200
feet
1. STEADY STATE LIVE WEIGHT
0 Sows (farrow.to finish) X
1417 lbs. =
0
0 Bows (farrow to feeder) X
522 lbs,
0
1470 Head (finishing only) X '-
135 lbs. =
198450
0 Sows (farrow to wean) X
433 lbs. =
N
0 Head (wean to feeder) X
30 Ibs. =
N
TOTAL STEADY STATE LIVE WEIGHT (SSLW) =
198450
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 198450 lbs. SSLw X Treatment
Volume CF/Ib,
SSLW
Treatment Volume CF/lb. SSLW=
1.0 CF/lb. SS)LW
Volume = 198450 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
(NOT COMPUTED AT)
(LANDOWNER REUEST))
Volume = 0 cubic feet
4. TOTAL DESIGN VOLUME
Inside top: length 200 feet ;
width 215
feet
Top of dike at elevation 48.20
feet
Freeboard 1.0 feet Side slopes
3.0:1(inside)
Total desIgn lagoon liquid level at
elevation
eet
Bottom of Iagoon at elevation
36.20 feet
Seasonal high water table elevation
42.50 fpet
Total design volume using prismoidal
formula�
SS/END1 SS/END2 SS/SIDE1 SS/END2
LENGTH WIDTH
DEPTH
3.0 3.0 3.0
194.0 209.0
11.00
AREA OF TOP
LENGTH X WIDTH
194 209 40546
(Area of Top)
AREA OF BOTTOM
LENGTH X WIDTH =
128 143 18304
(Area of Bottom)
AREA OF MIDSECTION
LENGTH X WIDTH X 4
161 176 113344
(Area of Midsection
X 4)
CU. FT. = [Area top+(4XArea Midsection)+Area
Bottom] X
Depth/6
2
40546 113344
18304
VOL. OF LAGOON AT TOTAL DESIGN LIQUID
LEVEL 315689
CU. FT.

-- '
\
5. TEMPORARY STORAGE REQUIRED
Drainage Area:
Lagoon (top of dike)
Length X Width =
200 215 43000 Square Feet
Buildings (roof and lot water)
Length X Width =
0 0 0 Square Feet
TOTAL DA 43000 Square Feet
===> Design temporary storage to be 180 days.
A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 198450 Lbs. SSLW X CF of waste/lb/day X 180
Volume = 48581 Cubic feet
B. 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 Gallons/day X 180 days storage/7.48
gallons per CF
Volume = 0 Cubic feet
C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evapuratioo by
largest amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 Inches X DA / 12 inches per foot
Volume = 25083.333 Cubic feet
D. Volume of 25 year — 24 hour storm
Volume = 7.5 inches / 12 inches per foot X DA
Volume = 26875 Cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 48581 Cubic feet
5B. 0 Cubic feet
5C. 25083 Cubic feet
5D. 26875 Cubic feet
� TOTAL 100539 Cubic feet

6. SUMMARY
Total required volume = 298989 Cubic feet
Total design volume avail.= 315689 Cubic feet
Min. reqrd. trtmnt. vol. plus sludge accum.= 198450 Cu. Ft.
At elev. 44.10 Ft; Vol= 201257 Cubic feet (end pumping)
Total design volume less 25yr-24hr storm = 286814 Cu. Ft.
At elev. 46.50 Ft; Vol= 287895 Cubic feet (start pumping)
Seasonal high water table elevation is 42.50 Feet, which must
be lower than the elevation of top of treatment volume 44.10
DESIGNED BY:
DATE: HA
APPRGVED BY,
_
NOTE: BEE ATTACHED WASTE UTILIZATION PLAN
ADDITIONAL NOTES:

o
SPECIFICATIONS FOR CONSTRUCT -ON OF WASTE TREATMENT LAGOONS
-----------------------------------------------------------
�
CLEARIN8:
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 (3") and stockpiled for use on dike
and pad slopes (2-3"). The topsoiIing quantity is in excess of
amounts specified on page one (1).
Cut-off Trench:
------------
A cut-off trench (when specified) shall be installed as shown in
the plans.
\ �onstruction:
Lunstrurtion of excavated and eat- thfill areas shall be performed
to the neat lines and grades as planned. Deviations from this will
require prior approval of the SUS. 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 one (1) foot
below grade and backfiIled and compacted with a SCS approved
material (i.e.-CL,SC,CH)^ Refer to the soil investigation
information in the plans for special considerations. Precautions
should be taken during construction to prevent excessive erosion
and sedimentation.
Vegetation:
__________
Ul 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.
"

SCS-- ENG-538 U. S. OEPARTMENT OF AGRICULTURE
Rem 5-70 SOIL CONSERVATION 1, SERVICE
-SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
W
Wd
WATERSHED AREA MEASUREMENTS F
CR,PL. AND -ACRES PASTURE -ACRES
WOODLAND ACRES TOTAL' _' ACRES POND CLASS
SKEWH OF PROPOSED *POND SHO*WING MIERE BORINGS WERE MADE (Appi6x.'i&i1e'1,"=­*_'*! feet)
Looste referenct point.-in'center tine ofdam andidenfify"an sketchr��­­..­��­.--;:
mom
BORING NUMBER AND PROFILE
Nake and list dam -site and spIllwau borinc5 first - t&m panded a I rea and borrow pit borings - separate with verdcal rvd line.
(Continued on back whc�v tocssary) Show water table elevations on dam -silt borings.
I'oe!
.�!�!�!�!�!®I��i�!�i�lei�l�!a!el�!�I�I�I�i�
Mani,
Was-
SURNINUMMININ
MENOMINEE
BORINGS MADE BY---- 6d'"21 SIGNATURE & TITLE

USDA SOIL CONSERVATION SERVICE
FINAL CONSTRUCTION CHECK AND CERTIFICATION
FOR ANIMAL WASTE TREATMENT LAGOON (359)
NAME
LOCATION On
A
SIZE OF OPERATION 14')o ARROW"TO"FEEDER:'
FARROW TO FINISH
FARROW TO WEAN
CONTRACTING COMPANY Pre 1 FEEDER TO','FIN1SH!-'l"...':'
WEAN -TO -FEEDER
OTHER
DESIGN DATA AND CONSTRUCTION CHECK DATA -
TBM ELEVATION �-o,00 _FEET
INSIDE TOP DIMENSION
DIKE TOP WIDTH
30TTOM OF LAGOON
INSIDE SIDESLOPE
OUTSIDE SIDESLOPE
PIPE INVERT
CLAY LINER/CORE TRENCH
AS DESIGNED
3,?.;-
311
AS BUILT-,
-y-
HAS LAGOON BEEN SEEDED TO PERMANENT VEGETATION YES — NO —
DOES LAGOON MEET SCS MINIMUM STANDARDS AND SPECIFICATIONS FOR
WASTE TREATMENT LAGOONS AS OUTLINED IN PRACTICE CODE 359?
YES NO V"'
COMMENTS st A I"d;,
Ile,
Wyk +04,1af
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SIGNATURE (34
'9 TITLE r) 1 c T DATE
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WASTE TREATMENT L). 100- N CON'sTRUCTION Cl^-, -"K, FIELD
NOTES
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U.S. DEPARTMENT OF AGRICULTURE NC-CPA-1
SOIL CONSERVATION SERVICE Rev. 11-91
CONSERVATION PLAN MAP LEGEND
3 0* nn W, • j C_ Q P: VC" Address 2T) .1 %w►wL 4 Lee- G&A Zi p Z i(5? 1
4401
81600
. Ciro Plar•j
39.110
c.{o pick^
8�te3
1e 3
Pastor IQVJ (W416%A�
ci
Pctsiti► 14"d Naylohd�
3
9.00
0+ktr-1a«► d
`i
1,10
(Pastu'. 1 a % d) �6Y
Fare Boundary .
Field or Land Use Boundary .
Field Acreage .
320 Ac.
Field Number .
Q
Private Road •
i
Public Road .
Buildings, houses .
■ ■�
Perennial Stream .
Intermittent Stream
woterway
vegetative
EXISTING PLANNED
Fence e . x —r—y-
x When existing fences are combined w14h other
symbols, they may be shown as follows:
Fonce along both sides
of rood . "— x ° ' 1 1
Fence along one side
of ditch ---t-- " T-"
Fence to be removed.
Ditch to be removed . 8 Terrace --
--�9—
�� T-1 T-2 _y
Diversion#; . •— —*^
D-1 D-2
eeThe dots represent blocks; the arrows
represent spills
Drainage ditch. -•- �- - - -
(open drain)
Tile Drain
Don and Reservoir.
Field Border. —.—.— --•--•--
Firebreak . --F—F—--F--F--
Spring and Trough.
Excavated Holding Pii:C=
Lagoon
WaterControl Structure
Stracfure •---�-""
Field or land use boundary and field number may be shown in red.
Water features may be shown in blue.

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- J -
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BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED TU CONTACT
U IL TU
UTILITIES ASSURE THAT UNDERGROUND
ARE NOT DESTROYED
1-80"32-4949 i I
SCS DOES NOT CEO N,.
TIF'i�
:THAT FIX AID : ~
SILL V LL%-A ES �]

�
NO
��
\ .rator*:JIMMY BRITT County: DUPLIN
Distance to nearest residence (other than owner):
1. STEADY STATE LIVE WEIGHT
Date: 08/23/93
/00.0 feet
0
sows
(farrow to finish)
x
1417
lbs. =
0
sows
(farrow to feeder)
x
--522
lbs. =
1470
head
(finishing only)
x
135
lbs. =
0
sows
(farrow to wean)
x
433
lbs" =
0
head
(wean to feeder)
x
:30
lbs. =
TOTAL STEADY STATE
LIVE
WEIGHT
(SSLW) =
2. MINIMUM REQUIRED TREATMENT VOLUME
OF
LAGOON
0 lbs
0 lbs
198450 lbs
0 lbs
0 Ibs
198450 lbs
Volume = 198450 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment VoIume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 198450 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet SLUDGE ACCUMULATION NOT COMPUTED
AT OWNERS REQUEST. REMOVE SLUDGE
TOTAL DESIGN VOLUME AS NEEDED.
� Inside top length 290.0 feet ; Inside top width 150.0 feet
Top of dike at elevation 49.5 feet
Freeboard 1.0, feet ; Side slopes 3.0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 48.5 feet
Bottom of lagoon elevation 37.5 feet
Seasonal high water table elevation (fXofeet
Total design volume using prismoidal formula
GB/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 284.0 144.0 11.00
AREA OF TOP
LENGTH * WIDTH =
284.0 144.0
40896 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
218.0 78.0 17004 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
251.0 111.0 111444 (AREA OF MIDSECTION * 4)
\ CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
40896.0 111444.0 17004.0 1.8
VOLUME OF LAGOON AT T PN�LIQUID LEVEL = 310464 CU. FT.
'
,. .
`

� .
'
� TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width = --
290.0 150.0 43500.0 square feet
Buildings (roof and lot water)
Length * Width = ^
0.0 0.0 0.0 square feet
TOTAL DA 43500.0 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 = 198450 Lbs. SSLW * CF of Waste/Lb./Day * 180
days
Volume = 48581 cubic feet
�
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48
gallons
per CF
Volume = 0.0 cubic feet
5C.
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest
amount.
180 days excess rainfall = 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 25375.0 cubic feet
'� ` -�: 1, `

� \ �
I
N
5D" Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 27187.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 48581 cubic feet
5B. 0 cubic feet
5C. 25375 cubic feet
5D. 27188 cubic feet '
TOTAL 101143 cubic feet
6. SUMMARY
Total required volume 299593 cubic feet
Total design volume avail. 310464 cubic feet
Min. req. treatment volume plus sludge accumulation 198450 cubic ft
At elev. 45.5 feet ; Volume is 199008 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 283277 cubic feet
At elev. 47.8 feet ; Volume is 282462 cubic feet (start pumping)
Seasonal high water table elevation Q��f�r� feet
, ^��v
7 DESIGNED BY; �C���� APPROVED BY:���,��~^�^���
. ��=~=~ '
c?
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTSg SCS: DOES NOT CERTIFY
THAT EXCAVATION AND
FILL V`.` -�-`
CORRECT-
.�
�

< 7
A
SEEDINGRECOMMENDATIONS
� _______________________
AREA TO BE SEEDED: 2.0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS@ 60 LB��/ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
0 LBS. 'PENSACOLA' BAHIA GRASS @ 60 LBS./ACRE
(SEE FOOTNOTE NO. 1) '
SEEDING DATES: MARCH 15 TO JUNE 30
16 LBS. HULLED BERMUDA GRASS @ B LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
LERS. RYE GRAIN @ :30 LBS./ACRE (NURSERY FOR FESCUE)
eOLBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
rN,PPL'vlTHE FOLLOWING-.
2000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
200 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULT IPAC KER
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.

w�m�
/
OPERAllON AND MAINTENANCE PLAN
This lagoon 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 volum'e 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 B 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 reduoes 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 47.8 as marked by permanent marker. Stop pump -out when
the fluid level reaches elevation 45.5 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 7395 '6 qubic feet or 553188 gallons. As stated before, this
volume will vary considerably from year to year.

4. The recommended i0um amount to Apply per r-igation is
ome (1) inch and the recommended'ma;imum application rate is 0.3 .
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
� laglzon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
gor s n .
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.
N

19
u `
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 (3") and stockpiled for use on dike and pad
slopes (2-3"). The topsoiling quantity is in excess of amounts
specified on page one (1>.
Cut-off Trench:
A cut-off trench (when specified) shall be installedas 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. T
~wMen-areas-ofare
l� one»(1) VIlL-d d,
~���pac' �~���h��� p�oved'materia(l ��:����s��l
investigation information in the plans for special considerations.
Precautions should be taken during construction to prevent excessive
erosion and sedimentation.
Vegetation:
-----------
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction according to seeding specifications sheet.

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U- S. 6VART1NiMT OF AGR1CULTM MC-EMG-40
Suit Caerar"don Swvico Rev. 7/91
PLAN OF EXCAVATED WASTE STORAGE PIT
NAME: 3- m my U yr r Date: 8 J 9 j F3
county; 1�asPu^
Address:
` to OE SLOtE .-3 To I /
v, o~ l SEi.S AVE. 10P B.Er. fora
o A�/ SECTION f
f
0,0
AYE. IOTMU ELEY. !
TN Z18`
(Sw back for votes =L"sda+s)
Use of facility: WASTs-Me-OrMen'+' LAGoon
capacity.
Soil Type
Bench Mar
0CA_-M'D AO' W94T OF _ STA-lion F o *SO
Bottom
Normal Liquid Level
Storage for normal Precip.
Maximum Liquid Level
25 yr. Sto= Storage
crest sw
Max. Flow Depth
Freeboard
Top of Dam
8lev..
37.5
8lev.
77,8
M
— Ft.
Elev.
4-r.s
N
7 Ft.
,
slev.
M
Ft.
N
1. O Ft.
Slew. 19.5

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171

United States
Depamnen/m
Agriculture
OP ERATOR:
Soil
Conservation
Service
Please review the attached plan and specifications carefully. Retain
this plan for your use and records' It is strongly recommended that you,
your contractor, and Soil Conservation Service personnel are in agreement
as to how the waste lagoon is to be constructed. The Soil Conservation
Service personnel will meet with all concerned parties and walk over the
site to explain all flags and markings. It is important that everyone
understand what is expected so that final construction meets plans and /
specification and the -o6 can be cerciFled'hzr payment (if cost -sharing
is involved).
` The pad dimensions and grades are the best estimate' The BU'|LDER or
CONTRACTOR is RESPONSIBLE for fi�nal layout and design of the pads' The
Soil Conservation Service personnel will assist ;n a limited capacity,
as its ern is the proper design and construction of the waste
treatment l�
��3ocn.
The actual amount of material required for pads and*dam may vary from the
estimates. The design will attempt to balance cuts and fills as close as
�
possible. If additional macerial is required after construction is complete
on the lagoon, the`cnncractor and owner will negotiate on the price and
location of bor�ow area.
i
/
\ .
NOTEDesign Requirement:' u'fc' = u'v6s.
�=^_=�+_��u-��' '
Estimate of Excavacion: cu.fc' = cu. yds.'
0
[stimate of Pad & Dike: cu-ft' = u'wJs��
.
/u,ID Ration
Job Class
Da ce
Designed By
�
.
~name
+
Design Approval 'F
Name OT
{--1Date
���'
Ll-
m°Sciao=se""(ionerce
-3 an agency Of~°
o°v*"=""'"/^n Agriculture
,°

Chase Britt Farm
AWS310109
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

Chase Britt Farm
OPERATION & MAINTENANCE PLAN
Proper lagoon 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 a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in 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 irrigated 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 fertilized 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

Chase Britt Farm AWS310109
Lagoon surface ~~ look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment — look for:
1. settlement, cracking, or"juo^holes
2. side slope atobi|hv—n|umpm or bulges
3. wet ordamp areas onthe back slope
4. erosion due tOlack orvegetation or as aresult Ofwave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These xxavoS can erode the lagoon sidewalls, thereby weakening the lagoon
darn. A good stand of vegetation will reduce the pO1eDU@| dWnnaQm caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may beused horeduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any ofthese features, you should call mnappropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is @
threat ofawaste discharge. HOYvever, apermanent solution should bereviewed bythe
technical expert. Any digging into @ lagoon dam with heavy equipment is m serious
undertaking with potentially serious consequences and should not beconducted unless
recommended byanappropriate 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 mrgrinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
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 ovsbann maintenance at time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having G nearly full lagoon is
not the time to think about mwitohing, nmpaihnQ, or borrowing pumps. Pnobmb|y, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory ofspare parts nrpumps.
* Surface water diversion features are designed 10carry all surface drainage
waters (such as rainfall ruDV#, 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 in that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion avotern for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Chase Britt Farm010111,
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 overflow 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 occur 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.
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.
4

Chase Britt Farm AWS310109
• Practice water conservation — minimize building water usage and spillage from
leaking wGtere[8, broken pipes and washdOYvn U1F0Ugh proper maintenance and
water conservation.
m Minimize feed wastage and spillage bykeeping feeders adjusted. This will reduce
the amount ofsolids 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 mnoxinnuno liquid level. (Figure 2-1).
v Start irrigating at the earliest possible date in the spring based on nutrient
n8qUi[e0OeOhS and soil 000iQtUFe 8O that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late aurnmner/ early fall to
provide maximum lagoon storage for the winter.
° The lagoon liquid level should never be closer than 1 foot to the |ovvaet point of the
dam orembankment.
° Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
w 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
haad' p|aeUu ayhnges, or other foreign nnoMaha|s into the lagoon.
° Frequently nernmwe solids from catch basins at end of confinement houses or
wherever they are installed.
w Maintain strict vegetation, rodent, and varmint control near lagoon edges.
* Donot allow trees orlarge bushes 10grow onlagoon dam orembankment.
• Remove o|udQm from the |o04mn either when the sludge storage capacity is full or
before it fills 5Opercent ofthe permanent storage volume.
° If en|nna| production is to be benninehed, the owner is responsible for obtaining and
implementing aclosure plan to eliminate the possibility ofapollutant discharge.
Sludge Removal:
Reb* of lagoon sludge buildup can be reduced by:
k,

Chase Britt Farm
AWS310109
• 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
phosphors, 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 ofsludge will increase the amount ofodor otthe 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
ofthe 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 pipe in the
dam without proper design and conwUuoUon' an expert in lagoon design
before placing any pipes indamm.)
° Lagoon liquid levels — high levels are asafety risk.
° Failure to inspect and maintain the dam.
° Excess surface water flowing into the lagoon.
• Liner intouhh/ — protect from inlet pipe scouring, damage during sludge nemovm|, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed t¢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 ofwastewater and possible dam failure.
W

_ 11
EMERGENCY ACTION PLAN
DIVISION OF WATER QUALITY (DWQ) 910-796-7215
EMERGENCY MANAGEMENT SERVICES (EMS) 910-296-2160
SOIL AND WATER CONSERVATION DISTRICT (SWCD) 910-296-2120
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) 910-296-2121
COOPERATIVE EXTENSION SERVICE (CES) 910-296-2143
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
A. Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow 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 flow 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.

Chase Britt Farm AWS310109
c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach 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?
Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. 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 the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the 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 your problem to
them and ask the person to contact the proper agencies for you.
Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Agriment services, Inc.
b. Contractors Address: PO Box 1096, Beulaville, NC 28518
c . Contractors Phone: [phone]
Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Gene Kennedy
b. Phone: [phone]
Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids (V) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
V5 Remove bridging of accumulated solids at
discharge
_ Lagoons and Pits CrustedkSolids ( ) Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation (-)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's 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.
{) Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed
{) Reduce moisture accumulation within and around
residues
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 Accumulation of animal
{) Eliminate low area that trap moisture along fences
Areas wastes and feed wastage
and other locations where waste accumulates 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).
MIC — November 11, 1996
10

Chase Britt Farm
Dry Manure Handling Accumulations of animal { } Remove spillage on a routine basis (e.g. 7-10 day
Systems wastes 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 strips around stockpiles and manure handling
areas as needed.
The issues checked (vf 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.
(Landowner Signature)
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC — November 11, 1996

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Chase Britt Farm AWS310109 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.
F-1 F] Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
DF] 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 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 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.
1�
Signature of Farm Owner/Manager
Signature of Technical Specialist
11/1612022
Date
11/16/2022
Date

DEVICES TO AUTOMATICALLY STOP IRRIGATION EVENTS
STATE GENERAL PERMITS
The State of North Carolina has issued State General Permits for animal facilities to operate in North Carolina. These
Permits meet both State and EPA requirements and provide coverage for the following types of facilities.
• AWGI00000 -Swine Facilities
• AWG200000 - Cattle Facilities
• AWG300000 - Poultry Facilities with a liquid 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 II.24 of each of these Permits reads as follows:
The Permittee shall:
a. install, operate, and maintain devices on all irrigation pumps/equipment designed to automatically stop irrigation
activities during precipitation; or
b. commit to provide for the presence of the OIC, a designated backup OIC, or a person under the supervision of an
OIC or designated backup OIC at all times during the land application of waste so that in case of a precipitation
event, the irrigation activities will be stopped immediately. This commitment must be submitted in writing to the
Division on a form supplied by, or approved by, the Division. [G.S § 90A-47]
Installation of devices or submission of alternate documentation shall be completed within 12 months of the
issuance of the COC for this General Permit. The Permittee shall maintain such devices according to the
manufacturer's instructions and warranties. This Condition does not apply to manure spreaders or other equipment
pulled by manned vehicles. [I5A NCAC 02T .0108(b)]
Please check the box below that indicates your commitment to do one of the following.
❑ Within twelve (12) months 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.
IV I will commit to provide for the presence of the Operator in Charge (OIC), the designated backup OIC, or a person
under the supervision of an OIC or backup OIC at all times 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 persons directly responsible for gathering the information,
the information 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 Permit Number
Owner/Permittee Name and '}'itle (type or print)
Signature of Owner/Permittee
Signature of Operator in Charge (if different from Permittee)
Mail to: Animal Feeding Operations
1636 Mail Service Center
Raleigh, NC 27699-1636
11 /16/2022
Date
Date
DTASIE 1-22-2020