310050_Application_20240329

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Feeding Operations Permit Application Form
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit - Existing Animal Waste Operations
1. GENERAL INFORMATION:
1.1 Facility name: BJD Farm 1
1.2 Print Land Owner's name: Bizzel Davis
1.3 Mailing address: 1180 Lanefield Road
City,State:Warsaw,NC Zip: 28398
Telephone number(include area code): (910 284-2374
1.4 Physical address: 1180 Lanefield Road
City,State: Warsaw,NC Zip: 28398
Telephone number(include area code): [phone]
1.5 County where facility is located: Duplin
1.6 Facility location(directions from nearest major highway,using SR numbers for state roads):From Warsaw,Take Lanefield
Road approx..3.9 miles to farm entrance on west side of Road
1.7 Farm Manager's name(if different from Land Owner):
1.8 Lessee's/Integrator's name(if applicable;circle which type is listed): Smithfield HP
1.9 Facility's original start-up date: 8-9-1996_ Date(s)of facility expansion(s)(if applicable):
2. OPERATION INFORMATION:
2.1 Facility number:AWS310050
2.2 Operation Description:
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the
waste management structures were designed.
FORM:AWO-STATE-G-E 10/31/18

Type of Swine No. of Animals Tyne of Poultry No.of Animals Type of Cattle No.of Animals
❑ Wean to Feeder Layer ❑ Beef Brood Cow ❑
Feeder ❑ Finish 7360 Non-Layer ❑ Beef Feeder ❑
Farrow ❑ to Wean(#sow) Turkey Beef ElStocker Calf El
Farrow ❑ to Feeder(#sow)_ Turkey Poults ❑ Dairy Calf ❑
❑ ❑
Farrow to Finish(#sow) Dairy Heifer
❑ ❑
Wean to ❑ Finish(#sow) ❑ Dry Cow
❑ Gilts _ Milk Cow
Boar/Stud
El
Other Type of Livestock on the farm:_ No.of Animals:
Page 1 of 5
2.3 Acreage cleared and available for application(excluding all required buffers and areas not covered by the application
system): 79.21 Required Acreage(as listed in the CAWMP): 65
2.4 Number of lagoons: 3 Total Capacity(cubic feet): 1,523,799_Required Capacity(cubic feet):991,122
Number of Storage Ponds: Total Capacity(cubic feet): Required Capacity(cubic feet)
2.5 Are subsurface drains present within 100'of any of the application fields? YES or NO (circle one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES or 0
(circle one)2.7
Does this facility meet all applicable siting requirements? =ESor NO (circle one)
3. REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided next to each item.
Applicants Initials
3.1 One completed and signed original and two copies of the application for State General Permit-
Animal Waste Operations; BJD
3.2 Three copies of a general location map indicating the location of the animal waste facilities and field
locations where animal waste is land applied and a county road map with the location of the
facility indicated; BID
3.3 Three copies of the entire Certified Animal Waste Management Plan(CAWMP). If the facility does
not have a CAWMP,it must be completed prior to submittal of a permit application for animal
waste operations.
The CAWMP must include the following components. Some of these components may not have been required at the time
the facility was certified but should be added to the CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan(WUP)must include the amount of Plant Available Nitrogen(PAN)produced and
utilized by the facility
3.3.2 The method by which waste is applied to the disposal fields(e.g. irrigation,injection,etc.)
3.3.3 A map of every field used for land application
3.3.4 The soil series present on every land application field
FORM:AWO-STATE-G-E 10/31/18 Page 2 of 6

3.3.5 The crops grown on every land application field
3.3.6 The Realistic Yield Expectation(RYE)for every crop shown in the WUP
3.3.7 The PAN applied to every land application field
3.3.8 The waste application windows for every crop utilized in the WUP
3.3.9 The required NRCS Standard specifications
3.3.10 A site schematic
3.3.11 Emergency Action Plan
3.3.12 Insect Control Checklist with chosen best management practices noted
3.3.13 Odor Control Checklist with chosen best management practices noted
3.3.14 Mortality Control Checklist with the selected method noted
3.3.15 Lagoon/storage pond capacity documentation(design,calculations,etc.);please be sure to include any site
evaluations,wetland determinations,or hazard classifications that may be applicable to your facility
3.3.16 Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your
submittal. (Composting,waste transfers,etc.)
4. APPLICANT'S CERTIFICATION:
I, Bizzell Davis (Land Owner's name listed in question
1.2),attest that
this application for Earl Davis Farm 1 (Facility name
listed in question 1.1)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.
Signature Date Date 3-229-
2024
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I, (Manager's name listed in question 1.6),attest that this
application for (Facility name listed in question 1.1)
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 as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE,INCLUDING ALL SUPPORTING INFORMATION,MATERIALS,AND ANY
DESCRIPTION OF THE FACILITY OR MODIFICATIONS SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER RESOURCES
ANIMAL FEEDING OPERATIONS & GROUNDWATER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
FORM:AWO-STATE-G-E 10/31/18 Page 3 of 6

RALEIGH,NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone] FAX
NUMBER: [phone]
6. SURFACE WATER CLASSIFICATION:
This form must be completed by the appropriate DWR regional office and included as a part of the
project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters(the surface waters that any overflow from the facility would flow toward)in
which this animal waste management system will be operated must be determined by the appropriate DWR regional office.
Therefore,you are required,prior to submittal of the application package,to submit this form,with items 1 through 6
completed,to the appropriate Division of Water Resources Water Quality Regional Operations Supervisor(see page 6 of 10).
At a minimum,you must include an 8.5"by I V copy of the portion of a 7.5-minute USGS Topographic Map which shows the
location of this animal waste application system and the downslope surface waters in which they will be located. Identify the
closest downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
6.1 Farm Name:
6.2 Name&complete address of engineering firm:
Telephone number: (_)_-_6.3 Name of
closest downslope surface waters:
6.4 County(ies)where the animal waste management system and surface waters are located
6.5 Map name and date:
6.6 NC Professional's Seal(If appropriate), Signature,and Date:
TO: REGIONAL WQROS SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility will be or has been
constructed or field located,as identified on the attached map segment(s):
FORM:AWO-STATE-G-E 10/31/18 Page 4 of 6

Name of surface waters:
Classification(as established by the Environmental Management Commission):
Proposed classification,if applicable:
Signature of regional office personnel: Date:
(All attachments must be signed)
DIVISION OF WATER RESOURCES REGIONAL OFFICES (10/2018)
Asheville Regional WQROS Supervisor Washington Regional WQROS Supervisor Raleigh Regional WQROS Supervisor
2090 U.S.Highway 70 943 Washington Square Mall 1628 Mail Service Center
Swannanoa,NC 28778 Washington,NC 27889 Raleigh,NC 27699-1628
[phone] [phone] [phone]
Fax[phone] Fax[phone] Fax[phone]
Avery Macon Beaufort Jones Chatham Nash
Buncombe Madison Bertie Lenoir Durham Northampton
Burke McDowell Camden Martin Edgecombe Orange
Caldwell Mitchell Chowan Pamlico Franklin Person
Cherokee Polk Craven Pasquotank Granville Vance
Clay Rutherford Currituck Perquimans Halifax Wake
Graham Swain Dare Pitt Johnston Warren
Haywood Transylvania Gates Tyrell Lee Wilson
Henderson Yancey Greene Washington
Jackson Hertford Wayne
Hyde
Fayetteville Regional WQROS Supervisor Mooresville Regional WQROS Supervisor Wilmington Region WQROS Supervisor
225 Green Street, Suite 714 610 East Center Avenue, Suite 100 127 Cardinal Drive Extension
Fayetteville,NC 28301-5094 Mooresville,NC 28115 Wilmington,NC 28405-3845
[phone] [phone] [phone]
Fax[phone] Fax[phone] Fax[phone]
Anson Moore Alexander Lincoln Brunswick New Hanover
Bladen Richmond Cabarrus Mecklenburg Carteret Onslow
Cumberland Robeson Catawba Rowan Columbus Pender
Harnett Sampson Cleveland Stanly Duplin
FORM:AWO-STATE-G-E 10/31/18 Page 5 of 6

Hoke Scotland Gaston Montgomery Union
Iredell
Winston-Salem Regional WQROS Supervisor
450 Hanes Mill Road, Suite 300
Winston-Salem,NC 27105
Phone[phone]
Fax[phone]
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
FORM:AWO-STATE-G-E 10/31/18 Page 6 of 6

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Feeding Operations Permit Application Form
(THIS FORM MAYBE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit - Existing Animal Waste Operations
1. GENERAL INFORMATION:
1.1 Facility name: BJD Farm 1
1.2 Print Land Owner's name: Bizzel Davis
1.3 Mailing address: 1180 Lanefield Road
City, State:Warsaw,NC_ Zip: 28398
Telephone number(include area code): (910 284-2374
1.4 Physical address: 1180 Lanefield Road
City, State: Warsaw,NC Zip: 28398
Telephone number(include area code): [phone]
1.5 County where facility is located: Dgpli
1.6 Facility location(directions from nearest major highway,using SR numbers for state roads):From Warsaw,Take Lane field
Road approx..3.9 miles to farm entrance on west side of Road
1.7 Farm Manager's name(if different from Land Owner):
1.8 Lessee's/Integrator's name(if applicable;circle which type is listed): Smithfield HP
1.9 Facility's original start-up date:8-9-1996_ Date(s)of facility expansion(s)(if applicable):
2. OPERATION INFORMATION:
2.1 Facility number:AWS310050
2.2 Operation Description:
Please enter the Design.Capacity of the system. The "No. ofAnimals"should be the maximum number for which the
waste management structures were designed.
FORM: AWO-STATE-G-E 10/31/18

Type of Swine No. of Animals Type of Poultry No. of Animals Type of Cattle No. of iimals
❑ Wean to Feeder _ Layer ❑ _ Beef Brood Cow ❑
Feeder ❑ Finish 7360 _ Non-Layer ❑ _ Beef Feeder ❑
Farrow ❑ to Wean(#sow)_ Turkey _ Beef ❑ Stocker Calf ❑
Farrow ❑ to Feeder(#sow)_ Turkey Poults ❑ Dairy Calf ❑
Farrow ❑ to Finish(#sow)_ ❑ Dairy Heifer
Wean to ElFinish(#sow) _ Dry Cow
❑ Gilts _ Milk Cow
Boar/Stud
Other Type of Livestock on the farm:_ No.of Animals:
Page 1 of 5
2.3 Acreage cleared and available for application(excluding all required buffers and areas not covered by the application,
system):7921_ Required Acreage(as listed in the CAWMP): 65
2.4 Number of lagoons: 3 Total Capacity(cubic feet): 1,523,799_Required Capacity(cubic feet): 991,122
Number of Storage Ponds:_Total Capacity(cubic feet):_ Required Capacity(cubic feet)
2.5 Are subsurface drains present within 100' of any of the application fields? YES or NO (circ 1-one)
2.6 Are subsurface drains present in the vicinity or under the waste management system? YES or 0
(circle one)2.7
Does this facility meet all applicable siting requirements? YES or NO (circle one)
3. REQUIRED ITEMS CHECKLIST:
Please indicate that you have included the following required items by signing your initials in the space provided next to each it(in.
Applicants InitiJls
3.1 One completed and signed original and two copies of the application for State General Permit-
Animal Waste Operations; BJD
3.2 Three copies of a general location map indicating the location of the animal waste facilities and field
locations where animal waste is land applied and a county road map with the location of the
facility indicated; BJD_
3.3 Three copies of the entire Certified Animal Waste Management Plan(CAWMP). If the facility does
not have a CAWMP,it must be completed prior to submittal of a permit application for animal
waste operations.
The CAWMP must include the following components. Some of these components may not have been required at the lime
the facility was certified but should be added to the CAWMP for permitting purposes:
3.3.1 The Waste Utilization Plan(WUP)must include the amount of Plant Available Nitrogen(PAN)produced and
utilized by the facility
3.3.2 The method by which waste is applied to the disposal fields(e.g. irrigation, injection,etc.)
3.3.3 A map of every field used for land application
33.4 The soil series present on every land application field
FORM:AWO-STATE-G-E 10/31/18 Page 2 of 6

3.3.5 The crops grown on every land application field
3.3.6 The Realistic Yield Expectation(RYE)for every crop shown in the WUP
3.3.7 The PAN applied to every land application field
3.3.8 The waste application windows for every crop utilized in the WUP
3.3.9 The required NRCS Standard specifications
3.3.10 A site schematic
3.3.11 Emergency Action Plan
3.3.12 Insect Control Checklist with chosen best management practices noted
3.3.13 Odor Control Checklist with chosen best management practices noted
3.3.14 Mortality Control Checklist with the selected method noted
3.3.15 Lagoon/storage pond capacity documentation(design,calculations,etc.);please be sure to include any si
evaluations,wetland determinations,or hazard classifications that may be applicable to your facility
3.3.16 Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list,please include the additional components with your
submittal. (Composting,waste transfers,etc.)
4. APPLICANT'S CERTIFICATION:
1, Bizzell Davis (Land Owner's name listed in quest ion
1.2),attest that
this application for Earl Davis Farm 1 (Facility nar
listed in question 1.1)has been reviewed by me and is accurate and complete to the best ofmy knowledge. I understand that if
required parts of this application are not completed and that if all required supporting information and attachments are not inc lid,
d,
this application package will be returned to me as incomplete.
Signature Date 229-
2024
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1, (Manager's name listed in question 1.6),attest that this
application for (Facility name listed in question 1.1)
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 as incomplete.
Signature Date
THE COMPLETED APPLICATION PACKAGE,INCLUDING ALL SUPPORTING INFORMATION,MATERIALS,AND.A NY
DESCRIPTION OF THE FACILITY OR MODIFICATIONS SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER RESOURCES
ANIMAL FEEDING OPERATIONS & GROUNDWATER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS PROGRAM
1636 MAIL SERVICE CENTER
FORM:AWO-STATE-G-E 10/31/18 Page 3 of 6

RALEIGH,NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone] FAX
NUMBER: [phone]
6. SURFACE WATER CLASSIFICATION:
This form must be completed by the appropriate DWR regional office and included as a part of the
project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters(the surface waters that any overflow from the facility would flow tova rd)in
which this animal waste management system will be operated must be determined by the appropriate DWR regional office.
Therefore,you are required, prior to submittal of the application package,to submit this form,with items 1 through 6
completed,to the appropriate Division of Water Resources Water Quality Regional Operations Supervisor(see page 6 of 10).
At a minimum,you must include an 8.5"by 11"copy of the portion of a 7.5-minute USGS Topographic Map which show: the
location of this animal waste application system and the downslope surface waters in which they will be located. Identif/ the
closest downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
6.1 Farm Name:
6.2 Name&complete address of engineering firm:
Telephone number: (_) -_6.3 Name of
closest downslope surface waters:
6.4 County(ies)where the animal waste management system and surface waters are located
6.5 Map name and date:
6.6 NC Professional's Seal(If appropriate), Signature,and Date:
TO: REGIONAL WQROS SUPERVISOR
Pleasc provide me with the classification of the watershed where this animal waste management facility will be or has bee 1
constructed or field located,as identified on the attached map segment(s):
FORM:AWO-STATE-G-E 10/31/18 Page 4 of 6

Name of surface waters:
Classification(as established by the Environmental Management Commission):
Proposed classification,if applicable:
Signature of regional office personnel: Date:
(All attachments must be signed)
DIVISION OF WATER RESOURCES REGIONAL OFFICES (10/2018)
Asheville Regional WQROS Supervisor Washington Regional WQROS Supervisor Raleigh Regional WQROS Supervisor
2090 U.S.Highway 70 943 Washington Square Mall 1628 Mail Service Center
Swannanoa,NC 28778 Washington,NC 27889 Raleigh,NC 27699-1628
[phone] [phone]
Fax [phone] [phone]
( ) Fax[phone] Fax[phone]
Avery Macon Beaufort Jones Chatham Nash
Buncombe Madison Bertie Lenoir Durham Northampton
Burke McDowell Camden Martin Edgecombe Orange
Caldwell Mitchell Chowan Pamlico Franklin Person
Cherokee Polk Craven Pasquotank Granville Vance
Clay Rutherford Currituck Perquimans Halifax Wake
Graham Swain Dare Pitt Johnston Warren
Haywood Transylvania Gates Tyrell Lee Wilson
Henderson Yancey Greene Washington
Jackson Hertford Wayne
Hyde
Fayetteville Regional WQROS Supervisor Mooresville Regional WQROS Supervisor Wilmington Region WQROS Supervisor
225 Green Street,Suite 714 610 East Center Avenue, Suite 100 127 Cardinal Drive Extension
Fayetteville,NC 28301-5094 Mooresville,NC 28115 Wilmington,NC 28405-3845
[phone] [phone] [phone]
Fax[phone] Fax[phone] Fax[phone]
Anson Moore Alexander Lincoln Brunswick New Hanover
Bladen Richmond Cabarrus Mecklenburg Carteret Onslow
Cumberland Robeson Catawba Rowan Columbus Pender
Harnett Sampson Cleveland Stanly Duplin
FORM:AWO-STATE-G-E 10/31/18 Page 5 of 6

Hoke Scotland Gaston Montgomery Union
Iredell
Winston-Salem Regional WQROS Supervisor
450 Hanes Mill Road,Suite 300
Winston-Salem,NC 27105
Phone[phone]
Fax[phone]
Alamance Rockingham
Alleghany Randolph
Ashe Stokes
Caswell Surry
Davidson Watauga
Davie Wilkes
Forsyth Yadkin
Guilford
FORM: AWO-STATE-G-E 10/31/18 Page 6 of 6

Nutrient Management Plan For Animal Waste Utilization
12-20-2013
This plan has been prepared for: This plan has been developed by:
BJD Farm I31-50 Billy W Houston
Bizzell Davis Duplin Soil& Water
1180 Lanefield Rd 165 Agriculture Dr. Suite B
Warsaw, NC 28398 Kenansville, NC 28349
910-293-4383 910-296-2120
�t�
Developer 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.
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved B : " u ,
pP y• -3�T
Technical Specialist Signature Date
------------------------------------------------------------------------------------------------------------------- -------- - --------
281216 Database Version 3A Date Printed- 12-20-2013 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder-Finish Lagoon Liquid waste generated 6,822,720 gals/year by a 7,360
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 15714
Incorporated 26987
Injected 29720
Irrigated 17081
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs) * Applied (lbs) Deficit (lbs) Applied(Gallons) Deficit(Gallons)
Year 1 17,081 17271 -190 6,898,586 -75,866
-- ----------- ------------- ----------------------------------------------------------------------------------------------------------------
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 sour,
281216 Database Version 3.1 Date Printed: 12-20-2013 Source Page 1 of 1

Narrative
The Coastal And Fescue Rates For This WUP Were Taken From The Original WUP Dated 6/22/00
The pivot shown on attached map replaces pulls 9B,IOB and 11B from original irrigation design.
The AW areas on the map represent acres that may be irrigated using Hoenywagon equipment owned by
Mr. Davis.
--------------------------------------------------------------------------------------------------- ---
281216 Database Version 3.1 Date Printed_ 12-20-2013 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realisl is
Yield estimates are also provided for each crop in the plan. In addition,the Leaching Index for each field is shoN in,
where available.
Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index(LI) Soil Series Crop Sequence R YE
72026 1 5.18 5.18 N/A Autryville Small Grain Overseed 1. Tons
Hybrid Bermudagrass Pasture *6. Tons
72026 10A 3.31 3.31 N/A Rains Fescue Pasture *` Tons
72026 11A 5.84 5.84 N/A Rains Fescue Pasture *`. Tons
a
72026 12 2.66 2.66 N/A Autry,ille Small Grain Overseed ]. )Tons
Hybrid Bermudagrass Pasture *6. Tons
72026 2 3.86 3.86 N/A Autryville Small Grain Overseed I. )Tons
Hybrid Bermudagrass Pasture *6. Tons
72026 3 4.68 4.68 N/A Goldsboro Small Grain Overseed 1. i Tons
Hybrid Bermudagrass Pasture *7. Tons
72026 4 4.681 4.68 N/A Goldsboro Small Grain Overseed 1. )Tons
Hybrid Bermudagrass Pasture *7.;Tons
72026 5A 4.74 4.74 N/A Goldsboro Fescue Pasture *'. Tons
■
72026 5B 5.79 5.79 N/A Rains Fescue Pasture *5. Tons
■
72026 6A 3.96 3.86 N/A IGoldsboro Fescue Pasture 4.1 Tons
72026 6B 5.791 5.79 N/A Rains Fescue Pasture *`.;. Tons
■
72026 7A 0.66 0.66 N/A Rains Fescue Pasture *;;. Tons
72026 7B 5.79 5.79 N/A Rains Fescue Pasture *ti. Tons
■
72026 8 3.97 3.97 N/A Rains Fescue Pasture *:i. Tons
■
72026 9A 0.80 0.80 N/A Rains Fescue Pasture *:i. Tons
■
72026 AW 3.60 3.60 N/A Rains Fescue Pasture *5.. Tons
72026 pvt 14.00 14.00 N/A Rains Fescue Pasture *5..Tons
PLAN TOTALS- 79.21 79.21
281216 Database Version 3.1 Date Printed 12/20/2013
PCs Page 1 of 2
NOTE: Symbol*means user entered data.

LI Potential Leaching Technical Guidance
2 Low potential to contribute to soluble None
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 imp rove
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency shoul d be
> 10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rot`c:t ons
(328),Long-Term No-Till(778),and edge-of-field practices such as Filter Strips(39')and
Riparian Forest Buffers(391).
281216 Database Version 3.1 Date Printed 12/20/2013
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 va-ies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result it t
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 applic�d.on
event.
Irrigation Application Factors
Application Rate Application Arno int
Tract Field Soil Series (inches/hour) (inches)
72026 1 Autryville 0.60 1.0 .
72026 10A Rains 0.40 1.0
72026 11A Rains 0.40 1.0
72026 12 Autryville 0.60 1.0
72026 2 Autryville 0.60 1.0
72026 3 Goldsboro 0.50 1.0
72026 4 Goldsboro 0.50 1.0
72026 5A Goldsboro 0.50 1.0 _
72026 5B Rains 0.40 1.0
72026 6A Goldsboro 0.50 1.0
72026 6B Rains 0.40 1.0
72026 7A Rains 0.40 1.0
72026 7B Rains 0.40 1.0
72026 8 Rains 0.40 1.0
72026 9A Rains 0.40 1.0
72026 AW Rains 0.40 1.0
72026 pvt Rains 0.40 1.0
281216 Database Version 3.1 Date Printed 12/20/2013 IAF Page 1 of 1
NOTE: Symbol*means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate of the number of acres needed fol
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. :�t
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. Sir ce
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: )e
used for sludge application. If this is not possible,care should be taken not to load effluent application fields vvi th
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface w,ter
moving to streams and lakes,phosphorous is a concern. Soils containing very high phosphorous levels may al,;(
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acrti;
lb/ac 1000 gal/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumul;tion
Swine Feeder-Finish Lagoon Sludge - Standard
Corn 120 bu 150 13.16 92.27 184.54 ;76.80
Hay 6 ton R.Y.E. 300 26.32 46.13 92.27 38.40
Soybean 40 bu 160 14.04 86.50 173.00 15950
------------------------------------------------ ------------------- --------------------------------------------------- --- ------------- ---
291216 Database Version 3.1 Date Printed: 12-20-2013 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month of the plan. Available storage capacity is calculated as the
design storage capacity in days minus the number of days of net storage volume accumulated. The start
date is a value entered by the user and is defined as the date prior to applying nutrients to the first crop in
the plan at which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage
capacity,this indicates that the plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Available Waste Stora e Capacity
Source Name Swine Feeder-Finish Lagoon Liquid Design Storage Capacity(Days)
Start Date 10/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 153
1 2 152
1 3 159
1 4 164
1 5 168
1 6 180
1 7 180
1 8 180
1 9 180
1 10 180
1 11 177
1 12 151
* Available Storage Capacity is calculated as of the end of each month.
--------------
281216 Database Version 3.1 Date Printed: 12-20-2013 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).
281216 Database Version 3.1 Date Printed; 12/20/2013 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.
- -------------------------------
281216 Database Version 3.1 Date Printed: 12/20/2013 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.
281216 Database Version 3.1 Date Printed: 12/20/2013 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.
_--------- -------------------------------------------------------------- ----------------------
281216 Database Version 3.1 Date Printed: 12/20/2013 Specification Pane 4

Crop Notes
The following crop note applies to field(s): 10A, 11A, 5B, 6B, 7A, 7B, 8, 9A,AW,pvt
Fescue: Coastal Plain,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain,tall fescue can be planted Sept. 1 to Oct. 15 (best)and Feb. 15 to Mar. 20. For
pure-stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 lb/ac. seed.Use certified seed
to avoid introducing weeds or annual ryegrass. Plant seed 0.25"to 0.5"deep for pure stands, 0.25" in
mixture with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use
ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime,phosphorus, and
potassium recommendations.Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply
N for mixtures with clovers but use proper legume inoculation techniques.Apply 150 to 2001b/ac. N to
pure-stand fescue for hay production; reduce N rates by 25%for grazing.Apply N Feb. 1 to Mar. 20 and
Aug. 20 to Sept. 30,with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
The following crop note applies to field(s): 5A, 6A
Fescue: Coastal Plain,Mineral Soil,Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal.
In the Coastal Plain,tall fescue can be planted Sept. 1 to Oct. 15 (best)and Feb. 15 to Mar. 20. For
pure-stand broadcast seedings use 20 to 30 lb/ac.,for drilled use 15 to 20 lb/ac. seed.Use certified seed
to avoid introducing weeds or annual ryegrass. Plant seed 0.25"to 0.5"deep for pure stands, 0.25" in
mixture with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use
ladino clover for mixtures on these soils. Soil test for preplant and maintenance lime,phosphorus, and
potassium recommendations.Apply 40 to 60 lb/ac nitrogen at planting for pure stands only. Do not apply
N for mixtures with clovers but use proper legume inoculation techniques.Apply 150 to 200 lb/ac.N to
pure-stand fescue for hay production; reduce N rates by 25%for grazing.Apply N Feb. 1 to Mar. 20 and
Aug. 20 to Sept. 30,with equal amounts in each window.Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or
consult your regional agronomist or extension agent for assistance.
------------------------------------------------------------------------------------------------------------------------ ---------- g -------------
281216 Database Version 3.1 Date Printed: 12-20-2013 CropNote Page 1 of 3

The following crop note applies to field(s): 3, 4
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): 1, 12, 2
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.
----------------------------------------------------------- -------- ---------------------------------------
2s1216 Database Version 3.1 Date Printed: 12-20-2013 Crop Note Page 2 of 3

The following crop note applies to field(s): 3,4
Bermudagrass CP, 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. 1 to Mar. 31. Cover sprigs 1"to 3"
deep(1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance.Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications,usually in April and following the first and second hay cuts.
Reduce N rates by 25%for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 1, 12,2
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well-adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1"to 3"
deep (1.5"optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind.For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 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.
------------- ------------------------------------------------------------------------------------------------- -----------g
291216 Database Version 3.1 Date Printed- 12-20-2013 CropNote Page 3 of 3

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D. I e;kale i~.cn Mush systens, houses, solid separator-ac ion include:
a.. S top recycle pump.
b. Stop irrigation pl,rp.
c. Make sure no siphon occurs.
d. Stop a1 flows in the house, EUSsi 5,sterns, or so+id separators.
e. Repair all leek;prior to rest:r�zg pumps.
E. Leakage I m base or sidewal of lagoon. Ocean this is seepage as opposed to flowing
leaks-possible action:
a. Dig a small well or ditch to catch all seepage, put in a submersible pump, and pump
back to lagoon.
b. If holes are caused by burrowing anizials, trap or remove animals and fill holes and
compact with a clay type soil.
c. Have a professional evaluate tine condition of the side walls and lagoon bottom 2s soon
as possible.
2. Assess the.-extent of the spill and note any obvious damages.
a_ Did the waste reach any surface waters?
b. ApproximateIy how much was %leased and for what duration?
c. Any damage noted, such as employee injury, fish ;:ills, or property damage?
d. Did the spilt leave the property?
e. Does the spill have the potential :o 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 of L rile property)?
I How much reached surface waters?
I Contact appropriate agencies.
2 During normal business hours, call your DWQ (Disrision. of Water Quality)regional of ice,
Phone 910 39S 39oa After hours, emergency rLmber: 9J1 733 3q¢ .2 Your phone call
should include: your name, facliry, telephone number, the details of the incident from item
2 above, the exact location ofthe facility, the location or direction of movement of the sp4,
weather and wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation_
b. If spill leaves property or enters suface waters, call local EMS phone number 91 i.
c. IrLt,-c''EMS to ccrtact local Health Department.
d. Contact CES, phcre number qt-o a99t 212v , local SWCD office phone number
ro qV Z and tocal NR.CS oEce for advice.'technical assistance phone number
9.10 �-A# ?47-0
4. If none of the above works, c:lt 911 or the Sheriff's Depar:mer:t and explain your problem to
there and ask tl!at peiscrl to Contact the proper agencies for YOU.
• 1 ��r.11, c,t} .
t�

5 ct-
Co"' - mutr--c"Or off`-Your choica 20 bed repair of'problem to mjnjr,-dz-off Ssite
e.
a- cont-actors Name:
b. COntr=Ors Ad
Con ors Whore:
6. Contact�e S.Oe
C)
a- Name:
b. Phone. 7AW
7 Lnplerment procedi res as advised by D WQ and--ec' assistance agencies to rectif
g y the
danme-, rePair the*-srem� and rpa�-ffie pl
an to keep proble.-lis with
mlease of wzs-"es e0nl happening ag
aim

EMERGENCY ACUON PLAN
PHO?v E YU-N BERS
DWQ r 3 6 jgg0 _
L Y.CD 910 7-9
This Ian i
p wiI be irple,nentzd in fete event that wastes fl'orr.your operation are Iealcin ,
over3oz v,� ve
or runrin� or=sate. You silo[IQ nGt ls'aIt LT i I Wastes re3CIX
your property to consider that you.have a problem. You should matte every iio.t ensure�tl�t
this does not happesz, n' 1 , d b� nnc°cd in ap , o� toe *ion fox qU v
fiZLty— Tne following a-re some action ite.,.s you should take.
L Stop the release of wastes. DependLn,on tl-le situation, this may or may not be poseole.
Suggested responses _a sail e possible prob[erns are listed below.
A- LaSooa ove_*�ffow_nossi'p!e SOIL or are:
a Add soil to be.,, to incre:!se z.e,a_;or:ei darn_
b. Ptsr;sp waste to fields at az acceptable rate.
c. Stop all Lows to the lagoon uTu�2 I2L�;y.
d. CaU a purnpinS cor,t,-actor,
e. t�Szke sure no sur ace wa_er is e7t,-�L,Ig Ia�oon.
B. Runo>y from waste application. Feld-ac-ziers include:
2 Immediately sop wee ap pac_t cr:.
b. Create a temporary diversion to cont_in waste.
C. Incorporate waste to red-Uce rur,o,:..
d. Evaluate and eliminate tie rz,:scn(,; t1nat caused the runou.
e. Evaluate the application rates for theeids where ruSlooccuned,
C. Le' sae from use waste p,pes azi,? sprmklens-action include:
b. Stop 1ST?g3uOn pu+znv
C. Close vzlves to eli,,Er-ate uft-har d:sc;:ar7e,
d. Repair al? leaks pear to res' ;r,g pun es.

Mortality Management Methods
(check which mcthod(s) are being implcmcntcd)
'-t Burial three feet beneath (lie surface of the around within 31 hours after
kno«'lcdE,c of the death. The burial must be at "cast 300 ft:ct from anv flowing
stream or public bode of water.
rl Rendering at a readeru��� plant licensed under G.S, 106 1G3.7
Q Complete incine;atiorl
In the case of dead poultry only, placing in a disposal pit of a size and design
approved by (lie Department of A�riculturc "
Ally method which in the professional opinion of the State Veterinarian would
make possible the salvage of part of a dead aninial's value without enclanccrina
human or animal hcaltli. (Written approval of tile. State Veterinarian must be
attached)
""Sect Coiztro! ChOcklist foil' Animal Operations
Iu's
JINII _ -=
Ctinlroi Insects
--------- -----------
_ i,iguitl Sys(cnts —_._-5it��t f��iCie t�!i t'ac ccs t... •
rlta:uuntlalion Of Solids ----
❑ !'lush systt:ni is desigtied attd operated
sufficiently to remove uccoontlated solids from
Butlers as designed.
❑ ltetriovc bridging of accuiitttlatcd solids;it
discharge I.agonns wid ('its Crusted Solids ---
❑ Mahnahl lugootis,settling basins and pits Fvl{crc
pia!brccclittg is apli;ircnt to niinuuize lltc
cruslinl;of solids to ri delAll of no wort;Than G-
_ filches over"tore than MIX,ofsurGtco.
�lat cssivc Vcbctativa� Guying vegcl;ttion—^ —
(if tmilt 0 Maintain vegetative control along hanks of -- ---------- —
lagoons and outer inipoundnicnts In prevent
accunutlulinn of decaying vegelative matter
— along water's edge otc iuipoiiudnicnt's perimeter.

Swine Farah WasteManagement Odor Control Checklist
Soru
' (:u uac
IIMt's to 1171r,itttizc Odor Sile Slrc r Specific I' aeliccs
• Swine producU°n El :Vegetative or wooded butlers; � - - _—`
'Cl;'Recotaatcndcd best management practices;
fill.— Good judgilical and common sense
Auiutal boJy stufaces — Dirty atatture-covcrt:d annuals -------- -
1 lnur sw hrccs • C7 )ry Moors -
- -------
Wet m:uurrc-covered Qoors lolled floors;
0 'Waterers localed over slotted floors;
fl Fecders at higli end of solid flours;
Cl Scrape manure buildup from floors;
— — 0 thitlerfloor ventilation for drying
E IJrinc; n Frecgaettt manure removal by flush,pit rechurl;e,
• l'arlial microbial decomposilion Or scrape;
"-•---------�----._--_--_.___._----_—...___ fl 16ndt�rfloor vcnlilatian
Vcntikuiuu cshausl Inns • �
Volad le gases;
t7 Fall rrrtintenanu:; —
Ilusl i l Filicicnl air utovcrucrtt
nduursorfuc:es „-- -'_—
[hrsl - ----
Wasttdowu bcttvccrt groups of animals; -. -- - ------ - --^—"-
171 1'ectl additives;
n- ;Pecder covers;
C1' 1'ced dt ivt ry downspout extenders Io feeder
cvvers _
AgNatinn of recycled lagoon 0 !Mush lank covers, --
litluid while tanks are tilling l:xtertd fill lilies to near bottotu of tanks with
l'htah alit s ��- 4� tutu-siI)hau vents Agitation during!vas{etvtticr - ------------ __._
I_!! iJriticriloor!lush Willi trnderfluur•ventilation
conveyance;
I'it tcchar_—c toit�ts �`_-_;
Is 1 Agualloa of recycled lagoon _ 'Extend recharge lines lu ucar button► uCpits --___________
liquid while Ails art: filling with anti-siphon vents
I.iht at�uienra Agitation dttt•ing sump Durk Cl Sump funk covcrs
filling and dr-awdown
Ilutsidc elr rin crtlle ctiutl • Agitation!luring wastelv;uer —
ur junction boxes [ l3ux covers
Cttltveyi)rSCC
Ary O tvt other 11, 197G, 1'agc 3

Source
l-1nt1 of drain Ouse A ►IMPS to miuiulice Odor Sill:Specific Praclices--
l [ — Agllalum during wrlslCW u
ater 0 Ex lend discharge point of pipes ncicnleal11
tagnon conveyance
lagoon liquid level
1.11900l1 sill.
races --— ©--Volillllc gas emissions' _ �yf^ -
d toper lagoon liquid capacity;
Biological mixiltg;
Q, Correct lagoon slattup procedures;
• Agil:uion .
I%l Milli""""surface area-to-volttlie ratio;
Cl Minilnurn agilalion wllcn.pumping;
Cl Mechanical aeration;
I'Tnvcil biological additivcs
hrigal[un sprir�—iLl" y- . I ligh pc'( sure al;italion ---- t(: - - -
in igi on dry days wilh little or no wind; -
® Wind drill t49ininnttn recotmnende'd opci-aliug pressure;
Pinup it flake It car lagoon Jill uicl sit rracc;
------ _ _ Cl 1'ttntp fionl secoltd-stage lagoon
5i"i'jtG�t:tok ur lrtsin a 1'attial ltli(rtrllial(lecom losIIIoil; -
surfae� I C1 17ollont or midlevel loa{ling;
• Mixing while tilling; Cl 'funk covers;Agitation when cnlplyi►tl; 0 13a1ul sill face Inals of soli(I5;
-------- CI Proven biological additives or oxidants
SclllinL basin surfut a ��w .,
;ai '. -- ------___. —_
[.tinllui4rubialdecotupositiolr, L7 I;xleltddraiupipcoutlets►ntdcrnculhliyui,l
Mixing while filling; Ievel;
• Agitation when entplyiilg n ftcntovc scltled solids regularly
Milnurc,slurry or'slnt1IN ® Agitation when s trcadin -._ --
sprcadt:r oullcts I b CI Soil itljccliou ofslorry/slu(Igcs;
Volatile bas emissions CI Wasll�residual manure From spreader after use;
Cl PrOVen biolouit:al.11itlilives ar oxichul►s
lhicuvcr;,l 11t;nucic, Volatile gas emissions while CI Soil injection ol•slurry/sludges --
shu'ry or sludge oil f icld drying
sullaccs F1 Soil incorporalion within 48 firs.;
Cl Spread ill thin unifcn'ul layers for rapid drying;
11 Proven biological additives or oxidiults
I)t:ad nniva:als ----__--.-_. Carcass deconr tnsilion t ,
l Proper ofearcasst:s -- -~----------
I)ca,l animal Jisposw .• Careuss on
dt com losili
pits I 0 Complete covering of carcasses in burial hits;
Incomplete cotnb►tsliott
0Proper location/consirticliorl of disposal pits
luc:in�ruurs �-- ---------
C1 Secondary slack burners
AMICY tovenll,cr 11, 1'.iJli, Pagel

7 -
.. .max.__._.___•__
s.i1111 L'
StaII(IiII water arutr(— (- {j . — Minun urtic O(i -- -—' - -
!•aeiliUcs Inllrrolicr drainage; l;l Microbial dccontposilion of Glade all(] landscape such that tvalcr(lrailrs Slt`Specific i'rnetires
° away from facilities
llrgallic Illaffer
Pttnlitre ads I.(I auto w Poorly maintained access r1"
Ilubli(:roads lino! fn-nl '`�- -----___.-.
(_► fill�n ncccss road imlimellillice
iICCeSS
Additional Inforinatioll - —
Slvine i4tiuutr( Malagenlerll; 0200 ltule/nmp packcl Available From
Swine I'nlducliun Farul Potential Odor Sources nncl Itellieclies; I's1}Ali fuel Sheet
Slvinc Productioln I"cilily Mlunl-c Miulagcnlcnt: Pit liecllarge-I.DAI: a c atnlcnt ; li[lAG 121i-llll tics(1,County Isxtcnsion Ccnlcr
Swine I'roductiun Vilci(ity Ivlarlurc Mttllagenleut: underfloor flush - Luguun'I`reatlrlclrt; GDnli I'l9-Ilg NCSl1-IIAI'
I.;1 '(lull I�csl' NCJl.1-IIAIi
6 I,n and hlanagculcut lirr Livestock Manurc'Crcatlnotrt and Slo►•nge; Ii11AG IU7-83 NC'5ll-UAG Calibnitiuu of Mall(ll.e,1n11 WastcwalcrApplicatioln ! quilnlncne; fiUA(i Fact Sllcet
Conirulli,► NCSu-HAli
b Odors frown Swine Uuilditlgs; P 1-33 NCSII-IIAG
1:uvirmm'ell laI Assurance Program ; NI'PC Mailltal
npti(rlts ti►r hl;l(!a ,• , I4CStI-Swine Gxtcttsion
L►lla Od()r; it rehoti lioul the Swine Oclol•Task Force NC I'ulk Producers Assoc
Ituisauce Cancenns in Animal Munurc Mauagenlent:Q(Iars tool Elias ; PROM, 1995 Cuufelence I'roccetlin*:;
NCSl1 Agri Cunununiciuians
!; Florida Coallcrative EXIClrsioll
Adel(}f. tJlsvelullce' I I, 199(p, 1';Ige 5

Sw9Vna r';1rrrrN
F®rrcruvna��gu�v
.s o o o Date,
INSTRUCTI0NS FOR USE Owner Signature:
® Odor Control Checklist is required by General Statute 143-215.10C(e)(1)
o Check any/all the BMPs you will implement on this facility. Items checked/selected become a requirement of the CAWMP
o Items in bold or pre-selected are required.
0 Add any site-specific details related to the selected BMPs
o Include any other odor control measures not listed
0 DOTE; Not all BMPs may be cost-effective for every facility. Evaluate each BMP prior to selecting for your facility.
Cause/source BMP Option to Minimize Odor Comments Site Specific Practices
FARMSTEAD
o Swine Production ❑ Maintain vegetative or wooded buffers at or a Traps dust and gases, provides dilution
near property boundary and visual screening
a May require third party input/approval
® Improper drainage ❑ Grade and landscape so water drains away a Reduce odors and vectors that occur
from facilities and prevent ponding with stagnant conditions
2/laintain farm access roads and prevent traffic ® Prevents spillage during transport and
in waste application area tracking of waste onto public roads
❑ Other BMPs—please describe
MORTALITY MANAGEMENT
® Carcass ® Dispose of mortality casing method approved a Required by statute and permit
Decomposition by NCDA&CS State Veterinarian. Manage a May require third party input/approval
According to CAWMP(Mortality Management
Checklist) and permit(s).
❑ Put carcasses in refrigerated(or freezer) dead
boxes within 24 hours for short-term mortality
storage.
Incomplete Incineration ❑ Use incinerators with secondary burners for ® Reduce odors by complete incineration
complete combustion.
❑ Other BMPs—please describe
Swine AMOC Page 1 of 6 APPROVED—'/25/2019

^o uu oo< n mu uuu tfw no],dt.- nVu s­J u-n a Ky=G-7-ggznr f IA^,ff-ew.+r.. rh__ueud
-- ---_.•..-a.=—...—..r m—WU owUU%A%0U k1nuu%__lywnuaLS re r M I o�000�,�"1�--
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN-VENTILATION
N
o Dust ❑ Clean fans regularly-specify frequency
0 Volatile/odorous gases Efficient air movement
Install temperature and humidity sensors to
control ventilation
❑ Treat barn exhaust ® Examples: biofilters,wet scrubbing,windbreaks
® May reduce ventilation rate depending on method
❑ Other BMPs-please describe
HOUSE/BARN-PEED
d Dust ❑ Install feed covers
® Adsorbed Gases ® Keep outdoor feed storage covered except a Required by rule 15A NCAC 02D.1802
When necessary to add/remove feed
,� Minimize free-fall height of dry feed
❑ Install feed delivery downspout extenders
to the feed covers
Remove spoiled/unusable feed on regular basis
❑ Feed pellets instead of dry meal ® May require third party input/approval
❑ Use feed additives ® May require third party input/approval
d Ammonia ❑ Use feed-reduced crude protein diet ® May require third party input/approval
❑ Other BMPs-please describe
HOUSE/BARN-GENERAL
0 Dust J Install temperature and humidity sensors ® Maintain relative humidity at 40 to 65%
© Odorous Gases to control ventilation
❑ Use ultraviolet light to treat indoor air
❑ Use indoor or outdoor electrostatic space ®Can be used to treat exhaust air
charge system
❑ Other BMPs-please describe
Swine AMOC Page 3 of 6 APPROVED-7/25/2019

'i <
o—'Vvuag= r�srr-re 11yD LJ5"ELM u9Ao�ff9�1�®tPa`9®Wu^ — a9ui76a rn !('G.iw�e.�u a-���,�.uaua,.�s. e� u _ 6 wig 1
- �e„a,�5000e,oc c�elomu �muoau�ou �uu�hooun�a I��ifffl�li�� y )u
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAID APPLICATION (CONTINUED]
Apply during favorable wind conditions, ® Recommend checking predicted average hourly
(especially for traveling guns or impact wind speed within 24 hours prior to
sprinklers) anticipated start
When practical, apply waste on sunny days a Allows for vertical dissipation of odor
rather than cool,overcast days
When possible, apply waste mid-morning to e Allows for better vertical dissipation of odor
late-afternoon
❑ For traveling guns, use taper-ring or taper-bore ® Less odor and drift than ring nozzles
nozzles
❑ For traveling guns, use largest-available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low-drift nozzles
on center pivots and linear move systems,
❑ Use hose-drag system
❑ Use injection method for waste application
❑ Other BMPs— please describe
SLUDGE DISPOSAL
o Odorous gases ❑ Transport sludge in covered vehicles or tankers
❑ Apply in thin, uniform layers ®Speeds drying and prevents ponding
❑ Incorporate land-applied sludge as soon as ® Required within 48 hours or prior to next rain event,
practical after application,and in accordance whichever is first,for conventionally tilled
with permit. bare soils
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost,gasification, energy generation,etc.
❑ Other BMPs—please describe
Swine AMOC Page 5 of 6 APPROVED— 7/25/2019

Swine Farm Waste Manaeement - odnr rnntrnl rharklict Dnrr.,i+ Ain
t.
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAGOON/WASTE STORAGE STRUCTURE
♦ Volatile Gases ® Maintain proper lagoon volume •Sufficient liquid volume/depth is required
for proper anaerobic treatment
❑ Minimize free-fall height of waste from
discharge pipe to lagoon surface
❑ Extend discharge point of pipe to below lagoon • Use caution not to scour or damage lagoon liner
liquid level
❑ Maintain proper surface area-to-volume ratio
❑ Use correct lagoon start-up procedures
❑ Aerate for odor control
® Manage sludge levels based on annual sludge
survey as required by permit
❑ Keep spilled feed or foreign debris out of lagoon
to prevent excess sludge accumulation
❑ Install/use solids separation system
❑ Use proven biological or chemical additives • Monitor for any increase in rate of solids accumulation
❑ Use permeable lagoon covers (not a digester)
❑ Use impermeable lagoon cover or • Methane can be flared if not utilized
anaerobic digester
❑ Other BMPs—please describe
LAND APPLICATION
♦ Odorous gases ® Perform land application in accordance with
CAWMP
♦ Wind drift ® Pump intake near lagoon surface • Required by rule 15A NCAC 02D .1802
❑ Pump from second stage lagoon
❑ Follow good neighbor policy •Avoid application on known weekends,
special days, or holidays/eves if possible
El Operate at minimum recommended pressure
❑ Increase setbacks beyond those required by
statute, rule, or permit
Swine AMOC Page 4 of 6 APPROVED—7/25/2019

✓YY �. G. YY GJLL/ ■YMM}�. \. r vMv• vvi�•iv• v •�..-v �ii`i� i ....iiii •'��..
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
HOUSE/BARN—WASTE HANDLING
♦ Flush tanks ❑ Install flush tank covers • Pit-flush systems
♦ Odorous Gases ❑ Flush pits at least 4 times per day • Pit-flush systems
♦ Partial microbial ❑ Empty pits at least once every 7 days • Pit-recharge or"pull-plug" systems
decomposition ❑ Underfloor flush with pit ventilation
♦ Agitation of wastes ❑ Install/extend fill lines to near bottom of
tanks with anti-siphon vents
❑ Install covers on outside waste collection or
junction box
❑ Install sump tank covers for lift stations
♦ Ammonia ❑ Flush/recharge with treated effluent
❑ Treat waste in pits with proven biological or • Monitor for any solids accumulation in pit
chemical additive
❑ Other BMPs—please describe
HOUSE/BARN—FLOOR AND INDOOR SURFACES
♦ Manure covered floors ❑ Scrape manure from alleys into pens daily •Will move with other manure via pits
❑ Install fully slotted floor system
❑ Install waterers over slotted floor area
❑ Install feeders at high end of solid floors •Where applicable
♦ Odorous Gases ❑ Scrape manure buildup from floors and walls •Aids in animal cleanliness
❑ Keep floors dry •Aids in animal cleanliness
❑ Install underfloor ventilation for drying
❑ Replace bedding/scrape at frequency to • Solid floor/bedding systems
keep bedding dry
❑ Other BMPs—please describe
Swine AMOC Page 2 of 6 APPROVED—7/25/2019

Swine Farm WaCtP Man=onmAn+ _ (lrinr re%n+re%i n1n
Cause/Source BMP Option to Minimize Odor Comments Site Specific Practices
LAND APPLICATION (CONTINUED)
JX Apply during favorable wind conditions, • Recommend checking predicted average hourly
(especially for traveling guns or impact wind speed within 24 hours prior to
sprinklers) anticipated start
When practical, apply waste on sunny days •Allows for vertical dissipation of odor
rather than cool,overcast days
When possible,apply waste mid-morning to 9 Allows for better vertical dissipation of odor
late-afternoon
For traveling guns, use taper-ring or tape-bore • Less odor and drift than ring nozzles
nozzles
❑ For traveling guns, use largest-available nozzle
that provides acceptable application uniformity
❑ Replace impact sprinklers with low-drift nozzles
on center pivots and linear move systems.
❑ Use hose-drag system
❑ Use injection method for waste application
❑ Other BMPs—please describe
SLUDGE DISPOSAL
♦ Odorous gases ❑ Transport sludge in covered vehicles or to nkers
❑ Apply in thin, uniform layers •Speeds drying and prevents ponding
❑ Incorporate land-applied sludge as soon as • Required within 48 hours or prior to next rain event,
practical after application, and in accordance whichever is first,for conventionally tilled
with permit. bare soils
❑ Use injection method for sludge application
❑ Dewater sludge prior to application
❑ Use alternatives to land application, such as
compost, gasification, energy generation, etc.
❑ Other BMPs—please describe
Swine AMOC Page 5 of 6 APPROVED—7/25/2019

OPERATION &MAENTENANCE PX,Q,,N
Proper lagoon liquid managemenr should oe a year-round priori
importantdso manage levels so that you do not have problems durriina extended rainy ann
Ivadmum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant(such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the sumrnerdme. This means
that at the fast signs of plant growth in the later wintedearl
irrigatin
a farm waste management plan should be done whenever the land ring s�dry enough toording 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 fnr winter stc�raoe_ Eve mainrain the lagoon close to the minimum liquid—level level as longffart should be made to
utilization plan will allow it as the weather and waste
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does trot leave room for storing excess water during extended wet periods_
Overflow from the lagoon for any reason except a 25-year, 2 -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 darn.
Fescue or common bermudagrass are the most common vegetative
covers. The vegetation should be fertilized each year, if needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practicall 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 price 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 Iagoon should be made during the initial filling of
the Iagoon 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 mine`als
4. overall condition of pipes

• Lagoon surface---look for:
L undesirable vegetative growth
• 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 Iack of-vegetation or as a result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused by strong
winds. These waves can erode the lagoon sidewalk, thereby weakening the lagoon dam.
A good stand of vegetation will reduce the potential damage caused by wave action. If
wave action causes serious da:na- to a lagoon sidewak, 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 undertaking with potentially into a lagoon dam with heavy equipment is a serious
serious consequences and should not be conducted unless
recommended by an appropriate technical expert_
Transfer Pumps---check for proper operation of-
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure_ You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
Your neighbors lagoon is fuII 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 Iot runoff) awav 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
diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect
during or immediately following a heavy rain. If technical assistance isneeded osystem
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 noPumping).
give you an idea of how much your lagoon level will rise with a certainThis will
(you must also be recording rainfall amount
Iannin-- Imcl your rainfall for this to work). Knowing this should help in
P b Batton applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half fuIl 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 Iagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the PH falls below
7.0, add agricultural lime at the rate of 1 pound per 1000 cubic feet of
lagoon liquid volume until the pH rises above 7.0. Optimum lagoon liquid
PH is between 7-5 and 8.0.
7. A dart: color, lack of bubbling, and excessive odor signals inadequate
biological activity. Consultation with a technical specialist is recommended
if these conditions occur for prolonged periods, especially during the warm
season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several times daily are
Optimum for treatment. Pit recharge systems, in which one or more buildings are drained
and recharged each day, also work well.

Practice water conservation---minimize building water usage and
spillage from le,-Ena waterers, broken pipes and washdown through
proper maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management:
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid.level and the maximum liquid lever (Figure 2-1)_
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
will be maximized for the summer thunderstorm season. Similarly,
irritate in the late summer/early fall to provide maximum lagoon
storage for the-winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the Iagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials, long-stemmed forage or vegetation,
molded feed, plastic syringes, or other foreign materials info the lagoon.
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installers.
Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obtaining and implementing a closure plan to eliminate the possibility of a
pollutant cliscnarge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

• Proper lagoon sizing,
mechanical solids separation of flushed Waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term wiII:
have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques:
Hire a custom applicator.
NEX 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
fora'eland; 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
forkn1and; dredge sludge from lagoon with dragline or sludge barge; berm
an area beside Iagoon 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 sod material or the synthetic Iiner 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 felds with very high soil-test phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors_

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure_ Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the Iagoon 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—pro_tect 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 darn, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large discharge
of wastewater and possible dam failure.

System Calibration
v 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 after the application rate, diameter of coverage, and subsequently the
application uniformity. For examole. operating the system with excessive pressure
rasurts in smarter 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
below design pressure greatly reduces the coverage diameter eandrapplicat oning
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
cnilect 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 Anima/ waste Management systems Manual

Operator: --Biz Davis 8JD13
County:__ ________ ________ ________ ________= Duplin
Date:==== -------- -------- 11/26/06
Dist.to nearest residence (other than owner): 0 ft.
sows (farrow to finish):===
sows (farrow to feeder):eder):___
head (finishing only):===_= 1600
sows (farrow to wean):===__ __------ -__>
head (wean to feeder):===__
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./Ib.)===____> 1.0
25 Year-24 Hour Rainfall (in.)===_________> 7.5
Rainfall in excess of evaporation (in.)===__> 7.0
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water(gal lons/day)====______>
Temporary storage period (days)_____________> 180
Freeboard (ft.):____________________________> 1.0
Side slopes (inside lagoon):________________> 3.0 ; 1
Inside top length (ft.):____________________> 170.0
Inside top width (ft.):_____________________> 300.0
Top of dike elevation (ft.):________________> 40.5
Bottom of lagoon elevation {ft.):==_________> 39.5
Seasonal high water table(SHWT) elev.(ft.):=> 0 r,
Total required volume:===== 330374 cu. ft.
Actual design volume:====_= 331398 cu. ft.
Stop pumping el.(> or=to 0.0 ft.SHWT)>
(> or=to 45.5 ft.Min.)
Required minimum treatment volume: 216000 cu. ft.
Volume at stop pumping elevation: 216354 cu. ft.
Start pumping elev.:_______________________> ft.
Volume at start pumping elevation: 299243 cu. ft.
Actual volume less 25yr-24hr rain: 299523 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 82499 cu. ft.
Actual volume to be pumped:==> 82888 cu. ft.
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BIZZEGL DAVIS FARM - EIGHT FINISEDNG HOUSES
STATE ROAD # 1900 - DUPLIN QpUNiy !�
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DIRECTIONS: FRAM WARSAW TAKE STATE ROAD # 1900, GO STRAIGHT AQZOS.S AT MPISOV C HJ RM
INIERSDCTION, FARM WILL WILL 1 .5 MILES ON THE RIGHT, JUST PAST SR# 1927.
BIZZEC,L DAVIS FARM IS BESIDE BROWN'S OF CAROLM FARM 12.

Operzt:or:Bizzel Davis County: Duplin-11 Date: 11/25/92
Distzrice to nearest residence (other than owner) : 1000. 0 feet
1. IETEADY 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 . 1v7:NIMUM 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 . L7'ORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet ; "Owner requests no sludge storage.
Sludge will be removed as needed. "
4. 10TAL DESIGN VOLUME
Inside top length 300. 0 feet Inside top width 280. 0 feet
Top of dike at elevation 54 . 5 feet
Freeboard } 1. 0 feet ; Side slopes 3 . 0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 53 . 5 feet
Bottom of lagoon elevation 44 .5 feet
Seasonal high water table elevation 50. 0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 .0 3 . 0 3 . 0 294 . 0 274 . 0 9 . 0
AREA OF TOP
LENGTH * WIDTH =
294 . 0 274 .0 80556. 0 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
240. 0 220. 0 52800. 0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
267. 0 247. 0 263796. 0 (AREA OF MIDSECTION * 4)
CU. FT. _ [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
80556. 0 263796. 0 52800. 0 1. 5

VOLUME OF truOOh AT TOTAL DESIGN LIQUID LEVr,L = 595728 CU. FT.
5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
300. 0 280. 0 84000. 0 square feet
Buildings (roof and lot water)
Length * Width =
0. 0 0. 0 0. 0 square feet
TOTAL DA 84000. 0 square feet
Design temporary storage period to be 180 days.
5A. G'olume of waste produced
Approximate 3 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. V'olume 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 da allons
g / y 180 days storage/7. 48 gallons
Volume = 0. 0 cubic feet per CF
5C. `rolume 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 = 49000. 0 cubic feet

i
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 52500.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 94947 cubic feet
5B. 0 cubic feet
5C. 49000 cubic feet
5D. 52500 cubic feet
TOTAL 196447 cubic feet
1
6. s"JMMARY
Total required volume 585247 cubic feet
Total design volume avail. 595728 cubic feet
Min. req. treatment volume plus sludge accumulation 388800 cubic fe
So.B 3404413 1"S
At elev. -%-. 7 feet ; Volume is -j832-6=7- cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 543228 cubic feet
S2.B $*'+0 4.7 a
At elev. 52y:-9 feet . ; Volume is ,� Bg� cubic feet (start pumping)
Seasonal high water table elevation 50. 0 feet
7. D11;,SIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

C J
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
rEtached may vary due to soil conditions,flushing operations, and
the amount of fresh water added to the system.
Iand 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
tcLken when applying waste to prevent runoff from the field or damage
to crops.
She 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
tiaste 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
r1an recommends sampling and testing of waste (see Attachment B)
lefore land application.
3 . Begin pump-out of the lagoon when fluid level reaches eleva-
tion 52 .9 as marked by permanent markers. Stop pump-out when
the fluid level reaches elevation 50.6 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
k Zicteria) . J
4 . The recommended maximum amount to apply per irrigation is
crie (1) inch and the recommended maximum application rate is 0. 4
inch per hour.
F . Keep vegetation on the embankment and areas adjacent to the
JELgoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
E . 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
cutlets.
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-
rce:ntal Management, has the responsibility for enforcing this law.

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A.

Operal.or:Bizzel Davis County: Duplin-#2 Date: 11/25/92
Distance to nearest residence (other than owner) : 1000.0 feet
1. S":EADY STATE LIVE WEIGHT
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
2l; 30 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 . M=:]JIMUM 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 ® Sr
.'ORAGE 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 360. 0 feet ; Inside top width 235. 0 feet
Top of dike at elevation 49. 7 feet
Freeboard ) 1.0 feet ; Side slopes 3 . 0 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 48 .7 feet
Bottom of lagoon elevation 39.7 feet
Seasonal high water table elevation 45. 0 feet
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDEl SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 . 0 3 . 0 354. 0 229. 0 9. 0
AREA OF TOP
LENGTH * WIDTH =
354 . 0 229. 0 81066. 0 (AREA.OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
300. 0 175. 0 52500. 0 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
327. 0 202 . 0 264216. 0 (AREA OF MIDSECTION * 4)
CU. FT. = (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
81066. 0 264216. 0 52500. 0 1.5

a. VOLUME OF L&GOON-AT TOTAL DESIGN -LIQUID .LEVEL = 596673 CU. FT.
5.. ' EMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike) .
Length * Width =
360.0 235.0 84600. 0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0. 0 square feet
TOTAL DA 84600. 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 '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 p n
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 = 49350.0 cubic feet

;. -- -
31� U 2 11:10 9192962122 USDA St;.S 003
Re
U,.S. 0EMOtTMENT 09 AGRiCU4TURl:SM CONSERVATION SERVICE'
SOIL INVESTIGATION TO DETERMINE SUITABILITY OF PROPOSED POND SITE.
FARMER'S NAME
= �-____--.DISTRICT
DATE-- j- r{ - 2- COMM
S.C.S. PHOTO SHEET NO. WORD uNI'T'--LQ-i3- --� —
' WATERSHED-&REA MZASL'REMVN rS —
'. G1i O!"ll,<-AND ACRES .FAS�_.--- AC.RKS-
r WOODLAty ti ..ACRES TOTAL__-- ACRES POND 'CLASS WORK UNIT CdIiSETiVATIONI$`I`
gyxrc-H OF FROFCISED'FOND SHOWING WHERE BORINGS WERE, N A F, (Approz eca'e feet)
Laes;r r(�rreree poir l it eenter fire or ,dan. and!de-(Hfy on skrfdr-'
l I —�
,
Lk
• 1 f ! i j , i I } � ! I
4 y
.Va,te and list darn..rt one ;o�ilwa� `,r .�zr/.rr(•( ...:�.f<d.ire:-:�: +•.-,-- �r.tt�-; �(
. .I C.urrna�zd On hail' —c. rs,.4S3ar:: J.':U-w7�n c,..r elt:,axitun: O^ •n-i t .. - -_
'lea ! �.._. I' r iI 0 !! 7 I 6 �� .�. II ;.1 ;! - j i i �_r- i- L --'"' • - ----
f
14-0 r1G �_—�'���i�%. G;�•il �, �-s..�-"���r'J�' {I_ I� �!f1� f� Cd�`i-Y1l fl �---- - � �� �'f-- 1
-
_ fv ,s
r f 11P.tiffiA�T
i I
7 .SG 1 W I f irr- 't ,I
SAG,,"IATLiRE & TTI:212 f✓.-

s i.
r t 1 iY F
% .F
:
n > bi •.ta t t �f yk Y ? 1, R .iF. L ryY
y
3.
4 y
y
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 52875. 0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 94947 cubic feet
5B• 0 cubic feet
5C. 49350 cubic feet
5D. 52875 cubic feet
TOTAL 197172 cubic feet
J
6. S LgaIARY
Total required volume 585972 cubic feet
Total design volume avail. 596673 cubic feet
Min. req. treatment volume plus sludge accumulation 388800 cubic fe
At elev. 46. 0 feet ; Volume is 390309 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 543793 cubic feet
8.0 s 40't 80 sow
At elev. feet ; Volume is 5� cubic feet (start pumping)
Seasonal high wate table elevation 45. 0 feet
7. DESIGNED BY: APPROVED BY:
-�
DATE DATE: Y2—�[- g L
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
C� o `11 Nam„ ti it J

r.
OPERATION AND MAINTENANCE PLAN
------------------------------
This lagoon is designed for waste treatment (permanent storage) with
minimum odor control. The time required for the planned fluid level
to be reached (permanent + temporary storage) may vary due to
flushing operations and the amount of fresh water to be added to the
:system.
7^he designed 6 months temporary storage is an estimated volume
based on : 1) waste from animals; 2) excess rainfall after
evaporation; and 3) the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years. The volume of
waste generated from a given number of animals will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excess in a year.
The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will
need to be pumped each year. The 25 year rainfall will not be a
factor to consider in an annual pumping cycle, but this storage
volume must always be available. A maximum elevation is
determined in each design to begin pumping and this is usually
the outlet invert of pipe(s) from building(s) . If the outlet
�dpe 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
_:stablished to stop pumping to maintain minimum treatment depth
(6 feet) . Pumping can be started or stopped any time between
these two elevations for operating convenience as site
;conditions perm t (weather, soils, crop, and equipment to apply
?raaste without m�noff or leaching) .
i
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.
Phe following items are to be carried out:
1L. It is strongly recommended tha the treatment lagoon be pre-
,:harged to 1/2 its capacity to prevent excessive odors during
;tart-up. Pre-charging reduces the concentration of the initial
,caste entering the lagoon thereby reducing odors. Solids
;>hould be covered with effluent at all times. When pre-
.:harging is completed, flush buildings with recycled lagoon
iquid. Fresh water should not be used for flushing after
,nitial filling.
The attached waste utilization plan shall be followed.
i""llis plan recommends sampling and testing of waste (see
ttachment B) before land application.
d
i

3. Begin pump-out of the lagoon when fluid level reaches eleva-
tion 48.00 as marked by permanent
markers. Stop pump-out
When the fluid level reaches elevation 46.00 or before
i:luid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria) . The design temporary storage, less 25 year
:storm is 144528 cubic feet or 1091071 gallons_ As stated
before, this volume will vary considerably from year to year.
41. The recommended maximum amount to apply per irrigation is one
I;1) inch and the recommended maximum application rate is 0.4
9Lnches per hour.
A. Keep vegetation on embankment and areas adjacent to the lagoon
n.iowed 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
e,table outlets.
6. Keep a minimum of 100 feet cropland buffer or 25 feet of grass
vegetated buffer around waste utilization fields, particularly adjacent
to ponds, lakes, streams, open ditches, etc. Do not pump within
300 feet of a residence or within 100 feet of a well.
3 . The Clean Water Act of 1977 prohibits the discharge of
nollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
n.ental Management, has the responsibility for enforcing this law.
I OTES:

i

a,
SEEDING RECOMMENDATIONS
-----------------------
AREA TO BE SEEDED: 8. 0 ACRES
i
i
USE THE SEED MIXTURE INDICATED:
480 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
0 LBS. HULLED BERMUDA GRASS @ 8 LBS. /AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
240 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.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
8000 LBS. OF 10-10-10 FERTILIZER (1000 LBS. /ACRE)
16 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
800 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.
I
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 INCT.TJDFD TO PPONMW rnvrD

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
;learing:
All trees and brush shall be removed from the construction area
)efore any excavating or fill is started. Stumps will be removed
17ithin the area of the foundation of the embankment and fill areas
,ind all excavated areas. All stumps and roots exceeding one (1)
Lnch in diameter shall be removed to a minimum depth of one (1)
:oot. Satisfactory disposition will be made of all debris. The
:oundation area shall be loosened thoroughly before placement of
(embankment material.
i:ut-off Trench:
----------------
;L cut-off trench (when specified) shall be installed as shown in
.he plans.
Construction:
...------------ 3
Construction of excavated and earthfill areas shall be performed to
1.he neat lines and grades as planned. Deviations from this will
i-equire prior approval of the SCS. Earthfill shall not be placed
.xi 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
' nclude ten (10) percent for settlement. To protect against seepage,
vhen areas of unsuitable material are encountered, they will need to
Ile 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.
k ecautions should be taken during construction to prevent excessive
erosion and sedimentation.
N Eegetation:
111 exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible after
construction.

i

s
OpertItor:BJD Farms County: Duplin Date: 08/28/96
Distance to nearest residence (other than owner) : 2300. 0 feet
1. -kVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
L600 head (finishing only) x 135 lbs. = 216000 lbs
0 sows (farrow to wean) x 433 lbs. = 0 lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other s 0
Total Average Live Weight = 216000 lbs
2. AINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 216000 lbs. ALW x Treatment Volume(CF) /lb. ALW
Treatment Volume(CF) /lb. ALW = 1 CF/lb. ALW
Volume = 216000 cubic feet
3. ;')TORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet L,4*J,9L-W&7- 4--Qt1E51-ED /JO SLUDGE S�beiWi5
4. !X)TAL DESIGNED VOLUME
Inside top length (feet) --------------------- 170. 0
Inside top width (feet) ---------------------- 300. 0
Top of dike elevation (feet) ----------------- 49. 5
Bottom of lagoon elevation (feet) ------------ 39. 5
Freeboard (feet) -----------------------------
1. 0
Side slopes (inside lagoon) ------------------ 3 . 0 1
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3 . 0 3 . 0 3 .0 3 . 0 164 . 0 294 . 0 9. 0
AREA OF TOP
LENGTH * WIDTH =
164.0 294 . 0 48216 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
110.0 240.0 26400 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
137.0 267.0 146316 (AREA OF MIDSECTION * 4)
CU. FT. _ (AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
48216.0 146316 . 0 26400. 0 1.5

Total Designed Volume Available = 331398 CU. FT.
i
I
I
I
= I
i
i
i
I

oo0��cgZH CARp����.
e �
SEAL
16415
7 DESIGNED BY: APPROVED BY: 7,
DATE: DATE: 7/3 o/f 6
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
K VGINEER'S NOTES: Engineering approval is for minimum design standards and is based on pre-
cc nstruction site and soils investigations by Brown's of Carolina Technical Specialist. Engineer shall be
nc t.fied of any changes and/or site discrepancies found during construction before proceeding. Brown's of
C;iolina is responsible for site layout, and shall verify all required setbacks and absence of subsurface the
dr 11ns. Owner and/or Brown's of Carolina personnel is responsible for contacting engineer for construction
in;pections as deemed necessary, and for arranging final inspection of lagoon. Final inspection must be
ped ormed by the engineer or by a certified technical specialist. Brown's of Carolina technical specialist is
rm,ponsible for excavation and fill calculations and for nutrient management plan.
O -IER SITE-SPECIFIC NOTES:
vY 2'c,3.�K ql 4'cc-✓.�.�t�-. 2S Pas riti� a� Q..�`-..,1'1- S �G �� �`cs. -�-o �..
_ b ff
Tom..
✓lG �'�

5. '`TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
170. 0 300.0 51000.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 51000. 0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1. 37
Volume = 216000 lbs. ALW/135 lbs. ALW * 1. 37 gal/day 180 days
Volume = 394560 gals. or 52748 . 7 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume = 0.0 gallons/day * 180 days storage/7.48 gallons
Volume = 0.0 cubic feet per CF
5C. J'olume 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 = 29750. 0 cubic feet
5D. Volume of 25 year - 24 hour storm
I Volume = 7.5 inches / 12 inches per foot * DA
�I Volume = 31875.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 52749 cubic feet
5B. 0 cubic feet
5C. 29750 cubic feet
M' 5D. 31875 cubic feet
TOTAL 114374 cubic feet
6. �)UMMARY
Temporary storage period============--------> 180 days
Rainfall in excess of evaporation===========> 7. 0 inches
25 year - 24 hour rainfall==================> 7.5 inches
Freeboard===========================—------ 1. 0 feet
Side slopes_____________________________ 3 . 0 • 1
Inside top length===========================> 170. 0 feet
Inside top width____________________________> 300. 0 feet
Top of dike elevation=======================> 49. 5 feet
Bottom of lagoon elevation==================> 39.5 feet
Total required volume_______________________> 330374 cu. ft.
Actual design volume========================> 331398 cu. ft.
Seasonal high watertable elevation (SHWT)===> 43 .5 feet
Stop pumping elev.__________________________> 45. 8 feet
Must be > or = to the SHWT elev.==========> 43 .5 feet
Must be > or = to min. req. treatment el.=> 45 . 5 feet
Required minimum treatment volume===========> 216000 cu. ft.
Volume at stop pumping elevation============> 210995 cu. ft.

Start pumping elev.---=_------- __- --> 47.8 feet
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 299523 cu. ft.
Volume at start pumping elevation===========> 298316 cu. ft.
Required volume to be pumped================> 82499 cu. ft.
Actual volume planned to be pumped==========> 87321 cu. ft.
Min. thickne of soil liner when required==> 1. 5 feet
7. DTSIGNED BY: CJ C�->✓r- APPROVED BY:
DATE: `� DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
i

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
------------------------------
his lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may vary
flue to site conditions, weather, flushing operations, and the amount
c)f fresh water added to the system.
Me designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year - 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall wi11 vary from year to year. The 25 year rainfall will nvt
t)e a factor to consider in an annual pumping cycle, but this storage
v-olume must always be available.
4. maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe(s) from
tuilding(s) . If the outlet pipe is not installed at the elevation to
tegin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Pumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
a-eather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
[,and application of waste water is recognized as an acceptable
rethod of disposal. Methods of application include solid set,
.enter 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-
zharged to 1/2 its capacity to prevent excessive odors during
start-up. Pre-charging reduces the concentration of the initial
caste entering the lagoon thereby reducing odors. Solids should be
:overed with effluent at all times. When precharging is complete,
Elush buildings with recycled lagoon liquid. Fresh water should not
�e used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
Dlan recommends sampling and testing of waste (see attachment)
before land application.
.3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 47.8 as marked by permanent marker. Stop pump-
)ut when the fluid level reaches elevation 45 . 8 . This temporary
storage, less 25 yr- 24 hr storm, contains 82499 cubic feet or
617090 gallons.

�I SHEET 2 OF 2
4:. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0. 3
inch per hour. Refer to the waste utilization plan for further details.
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.
6. Keep a minimum of 25 feet of grass vegetated buffer around
�raste utilization fields adjacent to perennial streams. Waste will
riot be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to reach other property and public right-of-ways.
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-
atental Management, has the responsibility for enforcing this law.

SHEET 1 OF 2
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
----------------------------------------------------------
FOUNDATION PREPARATION:
-1----------------------
The foundation area of the lagoon embankment and building pad shall be
cleared of trees, logs, stumps, roots, brush, boulders, sod and rubbish.
satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stockpiled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
-----------------------------------
I'he completed excavation and earthfill shall conform to the lines,
grades, and elevations shown on the plans. Earthfill material shall
k)e free of material such as sod, roots, frozen soil, stones over
E; inches in diameter, and other objectionable material. To the extent
t:hey are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
brill be compacted by complete coverage with the hauling and spreading
eiquipment or standard tamping roller or other equivalent method.
Compaction will be considered adequate when fill material is observed
t:o consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
:rapacity of 10 acre-feet or more fall under the jurisdiction of the NC
Cram Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1. 5 ft.
------ -------------------------------------------------
VOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQUIRED BY THE SOILS REPORT.
Jhen areas of unsuitable material are encountered, they will be over-
axcavated below finish grade to the specified depth as measured
:)erpendicular to the finish grade. The foundation shall be backfilled
is specified to grade with a SCS approved material (ie - CL, SC,CH) .
.ZEFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
(:ONSIDERATIONS.

Y
SHEET 2 OF 2
Soil liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content which relates to that moisture content when the soil is kneaded
in the hand it will form a ball which does not readily separate. Water
!shall be added to borrow as necessary to insure proper moisture content
dduring placement of the liner. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction. Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and moistened as needed before placement of the next
:Lift.
The single most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type o-f clay used for the
:Liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes .
Llternatives to soil liners are synthetic liners and bentonite sealant.
Fihen these are specified, additional construction specifications are
included with this Construction specification.
CUTOFF TRENCH:
-------------
p, cutoff trench shall be constructed under the embankment area when
:shown on a typical cross section in the plans . The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
------------
9.11 exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
)n areas of the dike and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
lates for seeding. Permanent vegetation should be established as soon
is possible during the next period of approved seeding dates.
-ZEMOVAL OF EXISTING TILE DRAINS

--------_----------------------
When tile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The the
trench shall be backfilled and compacted with good material such as
, SC, CL, or CH.
�I

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Department of Conservation Kenansville, NC 28349
Agriculture Service Telephone [phone]
December 16, 1993
Mr. Bizzell Davis
1180 Lanefield Road
Warsaw, NC 28398
Dear Mr. Davis:
I have reviewed your request for a reconsideration of the wetland determination on tract
72026. Billy Jones, the SCS area engineer, and I visited the site on 12/2/93 and determined
that the existing ditch along the edge of field 1 has altered the hydrology of most of the land
enough to make the area non wetland. There is a 200 feet long strip along the ditch that is still
wetland. This strip is approximately 60 feet wide and begins at the western property line and
continues up the ditch for 200 feet. This wetland area should not.be cleared. The rest of the
area can be cleared without violating the 1990 Farm Bill. Please be aware that this
determination is for Farm Bill purposes only and additional permits may be required, prior to
clearing, from the US Army Corp of Engineers and the NC Division of Environmental
Management. I have listed the addresses of each agency below for your convenience.
Mr. Jeff Richter
US Army Corp of Engineers
P. O. Box 1890
Wilmington, NC 28402
Mr. John Dorney
Water Quality Section
Division of Environmental Management
NC Department of Environment, Health, and Natural Resources
P. O. Box 27687
Raleigh, NC 27611-7687
I have tried to make this determination as fairly as possible. However if you believe this
determination is incorrect, you have the right to appeal. To appeal send me a brief letter
explaining why you believe this determination is incorrect. Send the letter to the address on
the letterhead. This letter should be received within 15 days of your receipt of this letter.
If you have any questions regarding this determination , please contact me.
17
Di-gr?:
Conservae niL t

SCS-CPA-026 1. Name and Address of Person 2. Date of Req_uest
Soil Cor'servatlon Service (June91) ) n
HIGI II_Y ERODIBLE LAND AND WETLAND J L 4"-\ t4 'c fk AY. ounty
( ONSERVATION DETERMINATION t ;v ��� Cr` _
l _ In.- . .: _
4_ Name of USDA Agency or Person Requesting Determination 5. Farm No.and Tract No.
_ SECTION I-HIGHLY ERODIBLE LAND
FIELD NO(s) TOTAL ACRES
6. Is soil _urvey now available for making a highly erodible land determination? Y s No❑ ss,, -
7. Are th, re highly erodible soil map units on this farm? Yes-4:] No❑
8. List hi(hly erodible fields that,according to ASCS records,were used to produce an agricultural commodity in any
Crop ye a-during 1981-1985.
9. List hi(My erodible fields that have been or will be converted for the production of agricultural commodities and,
accordi iq to ASCS records,were not used for this purpose in any crop year during 1981-1985;and were not - -
enrolle('in a USDA set-aside or diversion program.
10. This iighly Erodible Land determination was completed in the: Offi Feld❑ r
_ SECTION 1--WETLAND
FIELD NO.(s) TOTAL ACRES
11. Are tl ere hydric soils on this farm? Ye No❑ __.
12. Wetla ids(W),including abandoned wetlands,or Farmed Wetlands(FW)or Farmed Wetlands Pasture(FWP).
Wetl<nos may be farmed under natural conditions. Farmed Wetlands and Farmed Wetlands Pasture may be
1 :
forme d and maintained in the same manner as they were prior to December 23,1985,as long as they are not ,}
aban(cued. Olcv I Y&
13. Prior lonverted Cropland(PC). Wetlands that were converted prior to December 23,1985. The use,management,
drains 3a,and alteration of prior converted cropland(PC)are not subject to the wetland conservation provisions unless
I the at !a reverts to wetland as a result of abandonment.
14. Artific al Wetlands(AW). Artificial wetlands includes irrigation-induced wetlands. These wetlands are not subject
to the wetland conservation provisions.
15. Minin al Effect Wetlands(MW). These wetlands are to be farmed according to the minimal-effect agreement signed
at the line the minimal-effect determination was made.
16. Mitiga d on Wetlands(MIW). Wetlands on which a person is actively mitigating a frequently cropped.area or a wetland
conve ted between December 23,1985 and November 28,1990,
17. Restc ation with Violation(RVW-year). A restored wetland that was in violation as a result of conversion after
Nover fiber 28,1990,or the planting of an agricultural commodity or forage crop.
fI 18. Restc ation without Violation(RSW). A restored wetland converted between December 23,1985 and
Nove.hoer 28, 1990,on which an agricultural commodity has not been planted.
j 19. Replz;r;ment Wetlands(RPW). Wetlands which are converted for purposes other than to increase production,
where the wetland values are being replaced at a second site.
i -
` 20. Good Faith Wetlands(GFW+year). Wetlands on which ASCS has determined a violation to be in good faith and the
wetfai c has been restored.
21. Conv, r:ed Wetlands(CW). Wetlands converted after December 23,1985 and prior to November 28,1990. In any
year tt at an agricultural commodity is planted on these Converted Wetlands,you will be ineligible for USDA benefits.
22. Conv(red Wetland(CW+year). Wetlands converted after November 28,1990. You will be ineligible for USDA
progr m benefits until this wetland is restored.
I( 23. Conv(r:ed Wetland Non-Agricultural use(CWNA). Wetlands that are converted for trees,fish production,shrubs,
I cranbe rries,vineyards or building and road construction.
24. Conv(rued Wetland Technical Error(CWTE). Wetlands that were converted as a result of incorrect determination
by SC3.
25. The p ained alteration measures on wetlands in fields are considered maintenance and are in compliance
with F 3A.
26. The p a.ined alteration measures on wetlands in fields are not considered to be maintenance and if
install�d will cause the area to become a Converted Wetland(CW). See item 22 for information on CW+year.
27. The w>f land determination was completed in the office fieid-Er and was delivered[:] maile to the person on
28- Rema ks. t
v t3
29. !cerr�y rhat(he ubtwe determination is correct aird ude yuate for use in determining 30. Signature of$CS D itrict Cos ationist 31. Date
eligibili v for USDA program benefits.and that Overland hydrology,hydric soils.and hydopr ic vegetation under normal cirumstances exist onall areas outlined askill
Wedums
Farmed Wetlands.and Farmed Wetlands Pasture. I `) I
Assistance and programs of the Soil Conservation Service available without regard to race,ivildion,cblor,sex,age, or handicap.)
Person Copy