310251_Application_20240226

N
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: AWS310251
2. Facility Name: Pete's Farm
3. Permittee's Name (same as on the Waste Management Plan): Britt Farming Company
4. Permittee's Mailing Address: 442 Coy Smith Rd
City: Albertson State: NC
Telephone Number: 252-560-9092 Ext. E-mail:
5. Facility's Physical Address: 417 Tapp Farm Rd
City: Pink Hill State: NC
6. County where Facility is located: Du lin
Z 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"):
10. Operator Name (OIC): lluold J. S mah
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Wean to Finish
Operation Types:
Zip: 28508-9433
Zip: 28572
Smithfield Hoa Production
Phone No.: OIC #: 26072-
Marshall Scott Britt
(AWA 19629)
252-560-9092
Allowable Count
3,380
Swine
Cattle
Dry Poultry
Other Tvnes
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

im
FA
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)
HS2
Lagoon
11/18/1992
Full, clay
574,088.00
71,874.00
19.00
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
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5.Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is
accurate and complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be
applicable to your facility.
8.Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, solids separators, sludge drying system, waste transfers, etc.)
I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.

Note: In accordance with NC General Statutes 143-215,6A and 143.215.6131 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 PennitteeiLandowner/Signing Official and Sign below. (If multiple Landowners exist, all landowners
should sign. if Landowner ff
iass corporation, signature should be by a principal executive officer of the corporation):
vc/Z o Name (Print): 0 r Title: 0t.,Ji2 C %r'
Al rSignature: Date: rar �r� mom`
Name (Print): Title:
Signature: Date:
Name (Print): Title:
Signature: 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

Animal Waste Management System Operator Designation Form
WKSOCC
NCAC 15A 8F .0201
Facility/Farm Name: A-k- rs YQPt
Permit #: MA'S 31 C) 2S I Facility ID#: _1 - 26-1 County: �vp%
Operator In Charge (OIC)
Name: Marshall Scott Britt
First Middle Last Jr, Sr, etc.
Cert Type I Number: AWA 19629 Work Phone: ( 252 ) 560-9092
Signature: Date:
"I certify that I agree to my designation as the Operator in Charge for the facility noted. I understand and will abide by the rules
and regulations pertaining to the responsibilities set forth in 15A NCAC 08F .0203 and failing to do so can result in Disciplinary
Actions by the Water Pollution Control System Operators Certification Commission."
Back-up Operator In Charge (Back-up OIC) (Optional)
First Middle Last Jr, Sr, etc.
Cert Type l Number:
Signature:,
Work Phone: { }
Date: Z — U. -2
"I certify that I agree to my designation as Back-up Operator in Charge for the facility noted. I understand and will abide by the
rules and regulations pertaining to the responsibilities set forth in 15A NCAC 08F .0203 and failing to do so can result in
Disciplinary Actions by the Water Pollution Control System Operators Certification Commission."
OwnerlPermittee Name: Marshall Scott Britt
Phone #: 252% 560-9092 _ Fax#: ( }
Signature. l `"-- Date: Z—Z6
(Owner or authorized agent)
Mail or fax to: WPCSOCC
1618 Mail Service Center
Raleigh, N.C. 27699-1618
Fax: [phone]
(Retain a copy of this form for your records)
Revised &7007

Nutrient Management Plan For Animal Waste Utilization
This plan has been prepared for:
Pete 's Farm (31-251)
Britt Farming Company, LLC
442 Coy Smith Road
Albertson, NC 28508
[phone]
07-22-2021
This plan has been developed by:
Ronnie C. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-568-2648
Develop Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement .
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
jvlet-,�( &oc)
Signature (owner)
Signature (manager or producer)
7 ;�/aoaf
Date
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
TeXnical Specialist Signature Date
209612 Database Version 4.1 Date Printed: 07-22-2021 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S75
Swine Wean -Finish Lagoon Liquid waste generated 2,622,880 gals/year by a 3,380
animal Swine Wean -Finish Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
4728
Incorporated
5673
Injected
5673
Irrigated
4728
Max. Avail.
PAN (Ibs)*
Actual PAN
Applied (Ibs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
4,728
6916
-2,188
3,836,894
-1,214,014
Year 2
4,728
7345
-2,617
4,075,111
-1,452,231
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
209612 Database Version 4.1 Date Printed: 07-22-2021 Source Page I of 1

Narrative
7/22/2021 - Britt Farming Company
Updated plan to show the removal of Substation area. Updated wettable acres also. Field PS2 is to be
applied by laying pipe to us reel, honey wagon, or aerway.
5/28/2021 - Britt Farming Company
This plan is to update new owner information and convert farm from a (2,880 Feeder to Finish) to (3,380
Wean to Finish). This farm has a year 1 deficit of-167.29 and year 2 deficit of-351.41 without sub field
areas. Sub field areas are to be applied using honey wagon or aerway. Grower may also plant and apply
25lbs PAN to small grain cover crop after removal of soybeans and before planning corn. Therefore, the
next 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.
12/14/2000 - Harold Smith
THIS PLAN IS A REVISION OF THE 6/24/97 PLAN COMPLETED BY JOHNNY LANIER. THIS
PLAN DEPICTS THE WETTABLE ACRES ON THE FARM AND DISPLAYS THE SAME IN THE
CALCULATION TABLES.
FIELD PS2 WILL UTILIZE A HONEYWAGON TO ACCESS 11 OF THE 14.55 ACRES IN THE
FIELD (SEE HONEYWAGON AGREEMENT). THE WETTABLE ACRE DET ASSUMES THIS
FIELD IS UTILIZED BY THE TRAVELER IRRIGATION SYSTEM OWNED BY MR. SMITH. MR.
SMITH WANTED TO UTILIZE THE HONEYWAGON TO ACCESS MORE ACRES OF THIS FIELD
TO REMAIN IN A PASTURE SITUATION. HOWEVER, SOME OF THE ACREAGE WILL HAVE
TO BECOME A BERMUDA HAY ROTATION.
THE APPLICATION RATES FOR BERMUDA PASTURE ARE CONTROLLED GRAZED RATES
SINCE MR. SMITH MOVES THE COWS TO DIFFERENT PADDOCKS AND HAYS PART OF THE
PRODUCTION OF FORAGE.
THE APPLICATION WINDOWS IN THE PLAN ARE GENERAL IN REGARDS TO SMALL GRAIN
OVERSEER. FOR GUIDANCE ON THE WINDOWS AND RATES MR. SMITHH MUST REVERT
TO GUIDANCE MEMO FROM NCSU (INCLUDED).
ALL FIELDS MUST MEET MONITORING AND REPORTING REQUIREMENTS WHEN USED.
MR. SMITH PLANS TO APPLY SWINE WASTE IN ACCORDANCE WITH HIS SPECIFIC WASTE
ANALYSIS NOT TO EXCEED THE HYDRAULIC LOADING OF THE SOILS.
4/25/2014 - Harold Smith
THIS PLAN CHANGES PSI AND PS3 TO HAY AND PS2(HONEYWAGON) TO
CORN/WHEAT/SOYBEANS.
-------------------- --------------------------------------------
209612 Database Version 4.1 Date Printed: 07-22-2021 Narrative Page 1 of I

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
rw Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
5709
PSI
8.98
8.98
N/A
Foreston
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.0 Tons
5709
PS2
9.01
9.01
N/A
Foreston
Corn, Grain
120 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Full Season
40 bu.
5709
PS3
1.99
1.99
N/A
lAutryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
5709
Sub PSI
3.52
3.00
N/A
Foreston
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.0 Tons
5709
1 Sub PS2
2.861
2.00
NIA
lForeston
Corn, Grain
120 bu.
Wheat, Grain
55 bu.
Soybeans, Manured, Full Season
40 bu.
5709
Sub PS3
1.91
1.50
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
PLAN TOTALS: 28.27 26.48
LI
Potential Leaching
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.
<= 10
soluble nutrient leaching below the root
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).
209612 Database Version 4.1 Date Printed 7/22/2021
PCS Page I of
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)
5709
PSI
Foreston
0.50
1.0
5709
PS2
Foreston
0.50
1.0
5709
PS3
Autryville
0.60
1.0
5709
Sub PSI
Foreston
0.50
1.0
5709
Sub PS2
Foreston
0.50
1.0
5709
Sub PS3
Autryville
0.60
1.0
209612 Database Version 4.1 Date Printed 7/22/2021 IAF Page i of I
NOTE: Symbol * means user entered data.

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity, this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Availahle Waste itnrnae Cnnne.ity
Source Name
I Swine Wean -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/ 1
180
Plan Year
Month
Available Storage Capacity (Days)
1
1
67
1
2
71
1
3
101
1
4
140
1
5
178
1
6
180
1
7
180
1
8
180
1
9
180
1
10
173
1
11
170
1
12
158
2
1
146
2
2
145
2
3
170
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
158
2
11
140
2
12
118
* Available Storage Capacity is calculated as of the end of each month.
----------------------------------------- ------------------------
209612 Database Version 4.1 Date Printed: 07-22-2021 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
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).
------------------------------------------------------------------------
209612 Database Version 4.1 Date Printed: 7/22/2021 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff does not occur offsite or to surface waters and in a
method which does not cause drift from the site during application. No
ponding should occur in order to control odor and flies.
8. Animal waste shall not be applied to saturated soils, during rainfall
events, or when the soil surface is frozen.
9. Animal waste shall be applied on actively growing crops in such a manner
that the crop is not covered with waste to a depth that would inhibit
growth. The potential for salt damage from animal waste should also be
considered.
10. Nutrients from waste shall not be applied in fall or winter for spring
planted crops on soils with a high potential for leaching. Waste/nutrient
loading rates on these soils should be held to a minimum and a suitable
winter cover crop planted to take up released nutrients. Waste shall not
be applied more than 30 days prior to planting of the crop or forages
breaking dormancy.
11. Any new swine facility sited on or after October 1,1995 shall comply with
the following: The outer perimeter of the land area onto which waste is
applied from a lagoon that is a component of a swine farm shall be at least
50 feet from any residential property boundary and canal. Animal waste,
other than swine waste from facilities sited on or after October 1,1995,
shall not be applied closer that 25 feet to perennial waters.
12. Animal waste shall not be applied closer than 100 feet to wells.
13. Animal waste shall not be applied closer than 200 feet of dwellings other
than those owned by the landowner.
14. Waste shall be applied in a manner not to reach other property and
public right-of-ways.
--------------------------- -----------------------------
209612 Database Version 4.1 Date Printed: 7/22/2021 Specification Page 2

eow 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.
------------------------------------ -----------------------------
209612 Database Version 4.1 Date Printed: 7/22/2021 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 rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
------------------------------------------ ------------------
209612 Database Version 4.1 Date Printed: 7/22/2021 Specification Page 4

Crop Notes
The following crop note applies to field(s): PS2, Sub PS2
Corn 1: CP, Mineral Soil, low -leachable
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-30 lbs/acre N and 20-30 lbs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): PSI, Sub PSI
Bermudagrass Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 31. Cover sprigs I" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
--------------------------------------------------------------- --
209612 Database Version 4.1 Date Printed: 07-22-2021 Crop Note Page I of 3

The following crop note applies to field(s): PS3, Sub PS3
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. I to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): PSI, Sub PSI
Small Grain: CP, Mineral Soil, low -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): PS3, Sub PS3
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.
------------------------------------------------ - -- --
209612 Database Version 4.1 Date Printed: 07-22-2021 Crop Note Page 2 of 3

The following crop note applies to field(s): PS2, Sub PS2
Wheat: Coastal Plain, Mineral Soil, low -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 301bs/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 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): PS2, Sub PS2
Soybeans -Full Season, Coastal Plain: Mineral Soil, low -leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. 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 by a soil test report can be
broadcast or banded at planting. 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 soybean production.
----------------------------------------------------------------
209612 Database Version 4.1 Date Printed: 07-22-2021 Crop Note Page 3 of 3

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Address: 442 Coy Smith Rd
Albertson, NC 28508
Countv: Dublin
Nursery:
Wean to Finish:
Finishing:
Farrow to weanling:
Farrow to feeder:
Farrow to finish:
Boars:
Storage Period:
25 Yr. / 24 Hr Storm Event
"Heavy Rain" Factor
Rainfall in Excess of Evaporation
Additional Water Usage:
Additional Drainage Area:
LAGOON INFORMATION
arm
Checked By: DSE
Date: 06/02/21
Sheet I of 7
SOON DESIGN
Farm Population:
Not Applicable
Is Lagoon Designed as an Irregular Shape?
(Y/N) N
Does Operator Want Emergency Spillway?
(YIN) N
Was This Design Built Prior to Sept. 1996?
(Y/N) Y
Is Drain Tile Req'd to Lower SHWT?
(Y/N) N
Seasonal High Water Table Elev*
Freeboard:
Emergency Spillway Flow Depth: Not Applicable
Side Slopes:
Inside Top Length: -------
Inside Top Width: -------
Top of Dike Elevation:
Finished Bottom Elevation:
Start Pump Elevation:
Stop Pump Elevation:
LAGOON VOLUME REQUIRED VOL.
— Depth
— 11.50 Ft.
— 19.92 In,
— 45.72 In.
DESIGN VOLUMES
0
3380 Hd.
0
0
0
0
0
180 Days
T5 In.
7.0 In.
0
0
38.50 Ft.
1.0 Ft.
2.51 (H:V)
175.0 Ft.
410.0 Ft.
46.60 Ft.
35.10 Ft.
44.94 Ft.
42.79 Ft.
% REQ'D.
Storm Stor=
44844
(Cu.Ft.)
46,085
(Cu.Ft.)
100.54%
Temporary =
136777
(Cu.Ft.)
137,348
(Cu.Ft.)
100.42%
Permanent =
388700
(Cu.Ft.)
392,042
(Cu.Ft.)
100.86%
Total Volume =
670,321
(Cu.Ft.)
674,475
(Cu.Ft.)
100.73%
112 Treatment Volume = 194,360 (Cu.Ft.)
112 Treatment Volume Elevation = 39.34 Ft.
90 Temporary Storage Volume Elevation = 43.57 Ft.
Min. Required Liner Thickness
Lagoon Surface Area: (inside TOD) --- — --
87.12 In.
36.40 In.
1.7 Ft.
71,750 S.F.
Murphy -Brown, LLC Engineering P. Q. Box 856, Warsaw, NC 28398
[phone]

W
N
Fe
Grower: Britt Farming Co, LLC Pete's Farm 31-251 Designed By: KBW
Address: 442 Coy Smith Rd Checked By: DSE
Albertson, NC 28508 Date: 06/02121
County: Duplin Sheet 2 of 7
ACTUAL DESIGN VOLUME CALCULATIONS
BASE VOLUME: Cu. Ft.
LAGOON STAGE -AREA VOLUMES
Contour
Elevation (FT.)
Area (SF)
Incr. Vol. (Cu. FT)
Cumul. Vol. (Cu. FT)
35.10
41,419
0
36.00
43,554
38,238
38,238
37.00
45,974
44,764
83,002
38.00
48,444
47,209
130,211
39.00
50,964
49,704
179,915
40.00
53,534
52,249
232,164
41.00
56,154
54,844
287,008
42.00
58,824
57,489
344,497
43.00
61,544
60,184
404,681
44.00
64,314
62,929
467,610
45.00
67,134
65,724
533,334
46.00
70,004
68,569
601,903
46.60
71,750
42,526
644,429
These volumes were calculated using the vertical average end area method.
TOTAL READ VOL
570,321
CF
CUMULATIVE
VOL.
ZONE VOL.
100.73%
END PUMP === =
42.79
FT
392,042 CF
TR'MT
392,042
100.86%
START PUMP = =:
44.94
FT
529,390 CF
TEMP
137,348
100.42%
MAX STORAGE =
45.60
FT
574,475 CF
STORM
45,085
100.54%
Murphy -Brown, LLC Engineering P.O. Box 856 , Warsaw, NC 28398
[phone]

N
N
Grower: Britt Farming Co, LLC Pete's Farm 31-251 Designed By: KBW
Address: 442 Coy Smith Rd Checked By: DSE
Albertson, NC 28508 Date: 06/02/21
County: Duolin Sheet 3 of 7
MINIMUM REQUIRED VOLUME CALCULATIONS
Permanent Storage:
Required Treatment Volume:
AnImil !We Capacity cu.. = otal
Nursery
0
30
1.00
0
Wean to Finish
3,380
115
1.00
388,700
Finishing
0
135
1.00
0
Farrow to weanling
0
433
1.00
0
Farrow to feeder
0
522
1.00
, 0
Farrow to finish
0
1,4171
1.001
0
Boars
01
400
1 1.001
0
Total Required Treatment Volume (cu. ft.)= 388,700
Sludge Storage Volume:
Animal Type --tra-p-a-cicu. . = otal
Nursery
0
30
0.00
0
Wean to Finish
3,380
115
0.00
0
Finishing
0
139-
0.00
0
Farrow to weanling
0
433
0,00
0
Farrow to feeder
0
522
0.00
0
Farrow to finish
i 01
1,4171
0.00
0
Boars
1 01
4001
0,0001
0
Total Required Sludge Storage Volume (cu. ft.)--
Temporary Storage Volume:
Manure Production:
0
AniffiirT Fpe Capacity to. Period d.7day) = To—tal
Nursery
0
180
0.30
0
Wean to Finish
3,380
180
1.17
710,025
Finishing
0
180
1.37
0
Farrow to weanling
0
180
4.39
0
Farrow to feeder
0,
180
5.30
0
Farrow to finish
01
1801
14.38
0
Boars
01
1801
4.06
1 0
Total Manure Production (gals.)=
Total Manure Production (cu.ft.)=
Excess Fresh Water:
710,025
94,923
,Animal Type Capacity S to. Period d./day) = Total
Nursery
0
180
0.00
0
Wean to Finish
3,380
180
0,00
0
Finishing
0
180
0.00
0
Farrow to weanling
0
180
0.00
0,
Farrow to feeder
01
180
0.00
0
Farrow to finish
0-1
180
0.00
0
Boars
01
180
1 0.00
0
Total Fresh Water Excess (gals.)=
Total Fresh Water Excess (cu.ft.)=

Grower: Britt Farming Co, LLC Pete's Farm 31-251 Designed By: KBW
Address: 442 Coy Smith Rd Checked By: DSE
Albertson, NC 28508 Date: 06/02/21
Countv: DUDIIn Sheet 4 of 7
Temporary Storage Volume: (Cont.)
Rainfall in Excess of Evaporation:
Vol =(Lagoon Surface Area + Additional Drainage Area)' Rainfall / 12in./ft
Vol.= (71750 sq.ft. + 0 sq.ft.) * 7 in. /12 in./ft.
Total Required Volume for Rainfall in Excess of Evap. (cu.ft.)= 41,864
Storm Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * 25YO241-1r. Storm(in) / 12in./ft.
Vol= (71750 sq.ft + 0 sq.ft.) * T5 in. 112 in./ft.
Total Required Volume for 25YrJ24Hr. Storm Event (cu.ft)= 44,844
"Heavy Rain" Storage:
Vol.=(Lagoon Surf. Area + Addt'I Drainage Area) * "Heavy Rain" Factor (in) / 12in./ft.
Vol.= (71750 sq.ft + 0 sq.ft.) * 0.0 in. /12 in./ft.
Total Required Volume for "Heavy Rain" (cu.ft.) = 0
(for Extended Periods of Chronic Rainfall)
Additional Water Storage:
No Additional Water Storage is Required
0 0
Total Required Storm Storage
(25Yr. / 24Hr. Storm +'Heavy Rain')= 44,844 (CU.FT)
Total Required Temporary Storage
(Manure Prod. + Excess Fr. Water + Rainfall Excess + Additional Water Storage) = 136,777 (CU.FT)
Total Required Permanent Storage
(Treatment + Sludge) = 388,700 (CU.FT)
TOTAL. REQUIRED VOLUME = 570321 (CU.FT.)

N
N
N
Grower: Britt Farming Co, LLC Pete's Farm 31-251 Designed By: KBW
Address: 442 Coy Smith Rd Checked By: DSE
Albertson, NC 28508 Date: 06/02/21
County: Duplin Sheet 5 of 7
LAGOON DESIGN SUMMARY
Top of Dike Elevation
46.60
FT.
Emergency Spillway Crest Elevation — ------ — --------
Not Ar Applicable
Top of 25Yr. / 241-1r. Storm Storage
45.60
FT.
Top of "Heavy Rain" Storage
Not
Applicable
Start Pump Elevation
44.94
FT.
End Pump Elevation
42.79
FT.
Top of Sludge Storage
Not
Applicable
Seasonal High Watertable Elev.
38.50
FT.
Finished Bottom Elevation
35.10
FT.
Inside Top Length
175.00
FT.
Inside Top Width
410.00
FT.
Side Slopes
3:1
H:V
Lagoon Surface Area
71,750
SF
Min. Liner Thickness (if required)
1.7
FT.
Freeboard Depth
1.00
FT.
Temporary Storage Period
180
Days
Zone Depths:
TOTAL DESIGN VOLUME = 574475 (CU.FT.)
Treatment / Sludge Storage Zone Depth --- 7.7 FT.
Temporary Storage Zone Depth 2.2 FT.
Freeboard / Storm Storage Zone Depth 17 FT.
Total Lagoon Depth 11.5 FT.

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t 1
Operator:Harold Smith County: Duplin Date: 11/18/92
Distance to nearest residence (other than owner): 0.0 feet
1. STEADY STATE LIVE WEIGHT
0
sows
(farrow to finish)
x
1417
lbs.
= 0
lbs
0
sows
(farrow to feeder)
x
522
lbs.
= 0
lbs
2880
head
(finishing only)
x
135
lbs.
= 388800
lbs
0
sows
(farrow to wean)
x
433
lbs.
= 0
lbs
0
head
(wean to feeder)
x
30
lbs.
= 0
lbs
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 388800 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 388800 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 388800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed."
4. TOTAL DESIGN VOLUME
Inside top length 175.0 feet ; Inside top width 410.0 feet
Top of dike at elevation 46.6 feet
Freeboard 1.0 feet ; Side slopes 2.5 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 45.6 feet
Bottom of lagoon elevation 35.1 feet
Seasonal high water table elevation 38.0 feet
Total design volume using prismoidal formula
SS/ENDl SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 170.0 405.0 10.5
AREA OF TOP
LENGTH * WIDTH =
170.0 405.0
AREA OF BOTTOM
LENGTH * WIDTH =
117.5 352.5
41418.8 (AREA OF BOTTOM)
AREA OF MIDSECTION
LEP GTH * WIDTH * 4
143.8 378.8 217781.3 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM) * DEPTH/
68850.0 217781.3 41418.8 1
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 574088 CU. FT

DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
175.0 410.0 71750.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 71750.0 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 = 388800 Lbs. SSLW * CF of Waste/Lb./Day * 180 days
Volume = 94947 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recircula
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallon
Volume = 0.0 cubic feet per CF
5C. Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amoun
180 days excess rainfall = 7.0 inches
Vole = 7.0 in * DA / 12 inches per foot
Volume = 41854.2 cubic feet

50. Volume of 25 year - 24 hour storm
Volume = 7.5 inches l 12 inches per foot * DA
Volume = 44843.8 cubic feet
5A.
94947
cubic
feet
5B.
0
cubic
feet
5C.
41854
cubic
feet
5D.
44844
cubic
feet
TOTAL 181645 cubic feet
SUMMARY
Total required volume 570445 cubic feet
Total design volume avail. 574088 cubic feet
Min. req. treatment volume plus sludge accumulation 388800 cubic
At elev. 42.8 feet ; Volume is 392395 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 529244 cubic feet
At elev. 44.8 feet ; Volume is 519923 cubic feet (start pumpin
Seasonal high water table elevation 38.S feet
7. DESIGNED BY:
APPROVED BY:
DATE : J V-0,
— DATE: / �? -_;;, a
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN �'-�`

OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions,flushing operations, and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 44.8 as marked by permanent markers. Stop pump -out when
the fluid level reaches elevation 42.8 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 4.4
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
8. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

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

SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED:
0 LBS. FESCUE GRASS @ 60 LBS./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
24 LBS. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
0 LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY FOR FESCUE)
0 LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
3000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA IMMEDIATELY AFTER EARTH MOVING IS COMPLETED.
APPLY LIME AND FERTILIZER THEN DISK TO PREPARE A 3 TO 4 INCH
SMOOTH SEEDBED. APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER
OR SIMILAR EQUIPMENT. APPLY MULCH AND SECURE WITH A MULCH
ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIAGRASS IS SLOWER TO ESTABLISH THAN COMMON
low BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS./ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

N
Wd
SCS-ENG-538 U. S. DEPARTMENT OF AGRICULTURE
Rey. 5-70 SM CONSERVATION SERVICE
'SO -IL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE
DISTRICT i
FDATE COUNTY 0all'A
PHOTO SHEET NO. WORK UNIT
WATERSHEI) AREA MEAWREMENTS
CROPLAND ACRES PASTURE— ACRES
WOODLAND —ACRES TOTAL -ACRES
SKMCH OF PROPOSEDTOND SHOWING WHERE BORINGS WERE MADE (Approx. feet)
Locale reertnce polni.m center line of dam and Identify on skerc&
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BORING NUMBER AND PROFILE
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AWS310251
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

� 1!
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 t 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 1 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

Pete's Farm AWS310251
Lagoon surface -- look for:
1. undesirable vegetative growth
2. floating or lodged debris
Embankment -- look for:
1. settlement, cracking, or "jug" holes
2. side slope stability -- slumps or bulges
3. wet or damp areas on the back slope
4. erosion due to lack or vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalls, thereby weakening the lagoon
dam. A good stand of vegetation will reduce the potential damage caused by wave
action. If wave action causes serious damage to a lagoon sidewall, baffles in the lagoon
may be used to reduce the wave impacts.
Any of these features could lead to erosion and weakening of the dam. If your lagoon
has any of these features, you should call an appropriate expert familiar with design and
construction of waste lagoons. You may need to provide a temporary fix if there is a
threat of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps — check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need of repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that
you are not completely "surprised" by equipment failure. You should perform your
pumping system maintenance at a time when your lagoon is at its low level. This will
allow some safety time should major repairs be required. Having a nearly full lagoon is
not the time to think about switching, repairing, or borrowing pumps. Probably, if your
lagoon is full, your neighbor's lagoon is full also. You should consider maintaining an
inventory of spare parts or pumps.
• Surface water diversion features are designed to carry all surface drainage
waters (such as rainfall runoff, roof drainage, gutter outlets, and parking lot
runoff) away from your lagoon and other waste treatment or storage
structures. The only water that should be coming from your lagoon is that
which comes from your flushing (washing) system pipes and the rainfall that
hits the lagoon directly. You should inspect your diversion system for the
following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Pete's Farm AWS310251
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.
X.T.r.
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.

Farm &WS310251
* Practice water conservation -- minimize building vva1or usage and spillage from
leaking waterers, broken pipes and washdoVVO through proper maintenance and
water conservation.
w Minimize feed wastage and spillage bykeeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
* Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
w Place visible markers or stakes on the |agVVO bank to show the minimum liquid level
and the maximum liquid |gvg|. (FigunB2-1).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Sirni|edy, irrigate in the late sunnnner/ early fall to
provide maximum lagoon storage for the winter.
* The lagoon liquid level should never be closer than 1 foot to the |nVVes1 point of the
dam orembankment.
* Dun not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
w Locate float pump intakes approximately 18inches underneath the liquid surface and
amfar away from the drainpipe inlets as possible.
w Prevent additions of bedding [n8teha|s. long-stemmed forage or vegetation, molded
feed, plastic syringes, orother foreign materials into the lagoon.
• Frequently nanmmv* 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.
w [)onot allow trees orlarge bushes togrow OOlagoon dam orembankment.
* Remove sludge from the lagoon either when the sludge storage capacity is full or
before itfills 5Opercent ofthe permanent storage volume.
* If animal production is to be banm|nobmd, the owner is responsible for obtaining and
implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rote oflagoon sludge buildup can bereduced by:
WE

Pete's Farm
AWS310251
• 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.

AWS310251
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity — protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.

NVTW*�# �
FS am no 71 F: Vi, M To F:T-i i R
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.

Fm70O A\&S310251
n) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent ofthe 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 moemployee injury, fish kills, orproperty damage?
d. Did the spill leave the property?
e. Does the spill have the potential toreach surface waters?
[ Could afuture rain event cause the spill toreach surface waters?
H. Are potable water wells |ndanger (either onoroff the propnrty)?
h. How much reached surface waters?
3. Contact appropriate agencies.
m. During normal business hours call your OVVQ regional office; Phone #\ After hours,
emergency number: (010)733'3842. 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 har||ty. the location or direction of the movement of the mpiU, weather and
wind conditions. The corrective measures that have been under bahon, and the
seriousness ofthe situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
u. Instruct EMS bmcontact 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 S11mthe Sheriff s Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair mproblem to minimize offsite damage.
a. Contractors Name: Agriment Services, Inc.
b, Contractors Address:
6. Contact the technical specialist who certified the lagoon (NRCG etc.)
a Nome: Geno Kennedy
b. Phone: [phone]
Implement procedures aoadvised byDWOand technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep

Pete's Farm AWS310251
INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source
Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters
Accumulation of solids (,/) Flush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
{f� Remove bridging of accumulated solids at
discharge
_ Lagoons and Pits
Crusted Solids () Maintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive
Decaying vegetation (V)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

AWS310251
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 (vj 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
11

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Pete's Farm AWS310251 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.1 06403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
aLandfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
11 13B .0200.
17 F] Rendering at a rendering plant licensed under G.S. 106-168.7.
F] F] 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).
F-1 Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
Signature of -Technical Specialist
2/26/2024
Date
2/26/2024
Date