310245_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environmental Quality
Division of Water Resources
Animal Waste Management Systems
Request for Certification of Coverage
Facility Currently covered by an Expiring Sate Non -Discharge General Permit
On September 30, 2019, the North Carolina State Non -Discharge General Permits for Animal Waste Management Systems will
expire. As required by these permits, facilities that have been issued Certificates of Coverage to operate under these State
Non -Discharge General Permits must apply for renewal at least 180 days prior to their expiration date. Therefore, all applications
must be received by the Division of Water Resources by no later than April 3, 2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by the Permittee.
1. Farm Number: 31-0245 Certificate Of Coverage Number: AWS310245
2. Facility Name: Elston Farms
3. Landowner's Name (same as on the Waste Management Plan): David Elston
4. Landowner's Mailing Address: 5421 S H,+ 50
City: Wallace State: NC Zip: 28466-7478
Telephone Number: 910-285-2580 Ext. E-mail:
5. Facility's Physical Address: 5421 S Hwy 50
City: Wallace State: NC Zip: 284667478
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
g. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): James D. Elston Phone No.: 910-285-2580 OIC #: 17970
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type
Swine - Feeder to Finish
Allowable Count
2,880
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultr.
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(CubicubFeet)
Estimated
Surface Area
Feet)
Design Freeboard
"Redline"
(Inches)
#1
�yBuilt
19R5
C14,1
5.6'U 043
L(Square
V 2-O'j1
19.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), silo ned bs the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
S. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature sho ild be by a principal executive officer of the corporation): /
Name: �}�� 4 '� Title: OW w-Q-!
Signature: Date:
Name:
Signature:
Name:
Signature:
Title:
Date:
Title:
Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
IIIIICHA£L S. REGAN
Secrrrary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
David Elston
Elston Farms
5421 S Hwy 50
Wallace, NC 28466-7478
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
MAR 26 2019
411
Your facility is currently approved for operation under one of the Animal Waste Operation State Non -Discharge General Permits,
which expire on September 30, 2019. Copies of the new animal waste operation State Non -Discharge General Permits are available
at hops:/ldeq,nc.gov/about/divisions/water-resources/water-quality-regional-operations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure ' our continued coverage under the State Non -Discharge General Permits, you must submit an application for
permit coverage to the Division. Enclosed you will fmd a "Reuuest for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed. signed and returned b7 April 3. 2019.
Please note that you must include one (1) copy,• of the Certified Animal Waste Management Plan (CAWMPi with the
completed and signed application form. A list of items included in the CAWMP can be found on nage 2 of the renewal
application form.
Failure to request renewal of your coverage under a general permit within the time period specified may result in a civil penalty.
Operation of your facility without coverage under a valid general permit would constitute a violation of NCGS 143-215.1 and could
result in assessments of civil penalties of up to $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Wilmington Regional Office, Water Quality Regional Operations Section
Duplin County Soil and Water Conservation District
AFOG Section Central Files - AWS310245
Murphy -Brown LLC
North Carolna Department of Env : vital Quality Oitision of Water Resources
512 N. Salsbury St 163E We I Se• r :e Center I RaletpJi, North Carolina 27699-1536
919.7079000

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DIVISION OF HIGHWAYS -PLANNING AND
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U. S. DEPARTMENT OF TRANSPOI
FEDERAL HIGHWAY ADMINISTR
SCALE
0

Nutrient Management Plan For Animal Waste Utilization
03-17-2014
This plan has been prepared for:
David Elstonfac310245
David Elston
5421 S Hwy 50
Wallace, NC 28466
910-285-2580
This plan has been developed by:
Billy W Houston
Duplin Soil & Water Conservation
165 Agriculture Dr.
Suite B
Kenansville, NC 28349
910-296-2120
844
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.
aoi . f l7 !`f-
(' 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 By: 1114 rini (1/0/
Technical Specialist Signature Date
261976 Database Version 3:1 Date Printed: 03-17-2014 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 2,669,760 gals/year by a 2,880
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
6149
Incorporated
10560
Injected
11630
Irrigated.
6684
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
6,684
10166
-3,482
4,060,600
-1,390,840
Year 2
6,684
10697
-4,013
4,272,702
-1,602,942
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
261976 Database Version 3.1 Date Printed: 03-17-2014 Source Page 1 of 1

Narrative
Plan revised to new format. Pulls 5 thru 8B are not needed to meet the nutrient budget for this farm.
261976 Database Version 3.1 Date Printed: 03-17-2014 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
7704
IA _
2.32
2.32
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
7704
1B
3.98
3.98
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
7704
2A
2.37
2.37
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
7704
2B
3.48
3.48
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
7704
3A
2.98
2.98,
N/A
Autryville
-
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
7704
3B
2.95
2.95
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid-Bermudagrass Hay
5.5 Tons
7704
4A
3.27
3.27
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
7704
4B
2.25
2.25
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
7704
5
3.66
3.66
N/A
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Full Season
30 bu.
7704
6 _
3.40
3.40
N/A
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Full Season
30 bu.
7704
7A
2.54
2.54
N/A
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Full Season
30 bu.
7704
7B
2.86
2.86
N/A
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Full Season
30 bu.
7704
8A
2.40
2.40
N/A
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Full Season
30 bu.
261976
Database Version 3.1
NOTE: Symbol * means user entered data.
Date Printed 3/17/2014
PCS Page 1 of 2

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
7704
8B
2.84
2.84
N/A
Autryville
Corn, Grain
85 bu.
Wheat, Grain
45 bu.
Soybeans, Manured, Full Season
30 bu.
PLAN TOTALS:
41.30
41.30
LI
Potential Leaching
Technical Guidance
2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>- 2 &
<= 10
Moderate potential to contribute to
soluble nutrient leaching below the root
zone.
Nutrient Management (590) should be planned.
> 10
High potential to contribute to. soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation practices that improve
the soils available water holding capacity and improve nutrient use efficiency should be
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
261976 Database Version 3.1 Date Printed 3/17/2014
NOTE: Symbol * means user entered data.
PCS Page 2 of 2

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields ofthe crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate ofthe quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Tract
7704
7704
7704
Field
1A
1A
1B
Source
ID
S7
S7
S7
Soil Series
Autryville
Autryville
Autryville
Total
Acres
2.32
2.32
3.98
Use.
Acres
2.32
2.32
3.98
Crop
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Year 1
RYE
1.0 Tons
5.5 Tons
1.0 Tons
Applic.
Period
10/1-3/31
3/1-9/30
10/1-3/31
Nitrogen Comm. Res.
PA Fert. (lbs/A)
Nutrient Nutrient
Req'd Applied
(lbs/A) (lbs/A)
N
50
*275
50
N
0
0
0
N
0
0
0
Applic.
Method
Irrig.
Irrig.
Irrig.
7704
7704
7704
7704
7704
7704
7704
7704
7704
7704
1B
2A
2A
2B
2B
3A
3A
3B
3B
4A
S7
S7
S7
S7
S7
S7
S7
S7
S7
S7
Autryville
Autryville
Autryville
Autryville
Autryville
Autryville
Autryville
Autryville
Autryville
Autryville
3.98 3.98
2.37
2.37
3.48
3.48
2.98
2.98
2.95
2.95
3.27
2.37
2.37
3.48
3.48
2.98
2.98
2.95
2.95
3.27
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
Small Grain Overseed
7704
7704
7704
4A
4B
4B
S7
S7
S7
Autryville
Autryville
Autryville
3.27
2.25
2.25
3.27
2.25
2.25
Hybrid Bermudagrass Hay
Small Grain Overseed
Hybrid Bermudagrass Hay
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
*275
50
*275
50
*275
50
*275
50
*275
50
*275
50
*275
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Irrig.
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
" Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
1000
gal/A
Tons
1000 gals
tons
50
19.97
0.00
46.34,
0.00
275
109.85
0.00
254.84
0.00
50
19.97
0.00
79.49
0.00
275
109.85
0.00
437.19
0.00
50
19.97
0.00
47.33
0.00
275
109.85
0.00
260.34
0.00
50
19.97
0.00
69.50
0.00
275
109.85
0.00
382.27
0.00i
50
19.97
0.00
59.52
0.0L
275
109.85
0.00
327.34
0.00
50
19.97
0.00
58.92
0.00
275
109.85
0.00
324.05
0.00
50
19.97
0.00
65.31
0.00
275
109.85
0.00
359.20
0.00
50
19.97
0.00
44.94
0.00
275
109.85
0.00
247.15
0.00
261976 Database Version 3.1 Date Printed: 3/17/2014 WUT Page 1 of 4

Waste Utilization Table
Year 1
Tract
7704
7704
7704
7704
7704
Field
5
5
6
6
7A
Source
ID
S7
S7
S7
S7
S7
Soil Series
Autryville
Autryville
Autryville
Autryville
Autryville
Total
Acres
3.66
3.66
3.40
3.40
2.54
Use.
Acres
3.66
3.66
3.40
3.40
2.54
Corn, Grain
Wheat, Grain
Corn, Grain
Wheat, Grain
Corn, Grain
Crop
RYE
Applic.
Period
Nitrogen Comm Res.
PA Fert. (lbs/A)
Nutrient Nutrient
Req'd Applied
(lbs/A) (Ibs/A)
N
Applic.
Method
Manure Liquid Solid Liquid
PA ManureA Manure Manure
Nutrient pplied Applied Applied
Applied (acre) (acre) (Field)
(lbs/A)
Solid
Manure
Applied
(Field)
1000
gal/A
Tons
1000 gals
tons
85 bu.
2/15-6/30
104
0
*15
Irrig.
89
35.55
0.00
130.11
0.00
45 bu.
9/1-4/30
104
0
0
Irrig.
52
20.77
0.00
76.02
0.00
85 bu.
45 bu.
85 bu.
2/15-6/30
9/1-4/30
2/15-6/30
104
104
104
0
0
0
*15
0
*15
7704
7704
7A
7B
S7
S7
Autryville
Autryville
2.54
2.86
2.54
2.86
Wheat, Grain
Corn, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
Irrig.
Irrig.
Irrig.
89
52
89
35.55
20.77
35.55
0.00
0.00
0.00
120.87
70.62
90.30
0.00
0.00
0.00
52
20.77
0.00
52.76
0.00
85 bu.
2/15-6/30
104
0
*15
7704
7B
S7
Autryville
2.86
2.86
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
7704
7704
7704
8A
8A
8B
S7
S7
S7
Autryville
Autryville
Autryville
2.40
2.40
2.84
2.40
2.40
2.84
Corn, Grain
Wheat, Grain
Corn, Grain
85 bu.
45 bu.
85 bu.
2/15-6/30
9/1-4/30
2/15-6/30
104
104
104
0
0
*15
0
Irrig.
Irrig.
Irrig.
Irrig.
89
35.55
0.00
101.67
0.00
52
20.77
0.00
59.41
0.00
89
52
35.55
20.77
0.00
0.00
85.32
49.85
0.00
0.00
0
*15
7704
8B
S7
Autryville
2.84
2.84
Wheat, Grain
45 bu.
9/1-4/30
L
104
0
0
Irrig.
Irrig.
89
35.55
0.00
100.96
0.00
52
20.77
0.00
Total Applied, 1000 gallons
Total Produced, 1000 gallons
58.99
4,060.60
2,669.76
0.00
Balance, 1000 gallons
Total Applied, tons
Total Produced, tons
-1,390.84
0.0
0.00
Balance, tons
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned. 2. Symbol * means user entered data.
261976 Database Version 3.1 Date Printed: 3/17/2014 WUT Page 2 of 4

Waste Utilization Table
Tract
Field
Source
ID
Soil Series •
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(Ibs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
7704
IA
S7
Autryville
2.32
2.32
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
46.34
0.00
7704
1A
S7
Autryville
2.32
2.32
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*275
0
0
brig.
275
109.85
0.00
254.84
0.00
7704
1B
S7
Autryville
3.98
3.98
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
79.49
0.00
7704
1B
S7
Autryville
3.98
3.98
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*275
0
0
Irrig.
275
109.85
0.00
437.19
0.00
7704
2A
S7
Autryville
2.37
2.37
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
47.33
0.00
7704
2A
S7
Autryville
2.37
2.37
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*275
0
0
Irrig.
275
109.85
0.00
260.34
0.00
7704
2B
S7
Autryville
3.48
3.48
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
69.50
0.00
7704
2B
S7
Autryville
3.48
3.48
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*275
0
0
Irrig.
275
109.85
0.00
382.27
0.00
7704
3A
S7
Autryville
2.98
2.98
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
59.52
0.00
7704
3A
S7
Autryville
2.98
2.98
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*275
0
0
Irrig.
275
109.85
0.00
327.34
0.00
7704
3B
r S7 •
Autryville
2.95
2.95
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
58.92
0.00
7704
3B
S7
Autryville
2.95
2.95
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*275
0
0
Irrig.
275
109.85
0.00
324.05
0.00
7704
4A
S7
Autryville
3.27
3.27
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
65.31
0.00
7704
4A
S7
Autryville
3.27
3.27
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*275
0
0
Irrig.
275
109.85
0.00
359.20
0.00
7704
4B
S7
Autryville
2.25
2.25
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
44.94
0.00
7704
4B
S7
Autryville
2.25
2.25
-
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
*275
0
0
Irrig.
275
109.85
0.00
247.15
0.00
7704
5
S7
Autryville
3.66
3.66
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
20.77
0.00
76.02
0.00
7704
5
S7
Autryville
3.66
3.66
Soybeans, Manured, Full Season
30 bu.
4/1-9/15
119
0
0
Irrig.
119
47.53
0.00
173.97
0.00
7704
6
S7
Autryville
3.40
3.40
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
20.77
0.00
70.62
0.00
7704
6
S7
Autryville
3.40
3.40
Soybeans, Manured, Full Season
30 bu.
4/1-9/15
119
0
0
Irrig.
119
47.53
0.00
161.61
0.00
7704
7A
S7
Autryville
2.54
2.54
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
20.77
0.00
52.76
0.00
7704
7A
S7
Autryville
2.54
2.54
Soybeans, Manured, Full Season
30 bu.
4/1-9/15
119
0
0
Irrig.
119
47.53
0.00
120.74
0.00
261976 Database Version 3.1
Date Printed: 3/17/2014
WUT Page 3 of 4

Year 2
_ __
Tract
____________
Field
______
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Comm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
7704
7B
S7
Autryville
2.86
2.86
Wheat, Grain
45 bu.
9/1-4/30
104
• 0
0
Irrig.
52
20.77
0.00
59.41
0.00
7704
7B
S7
Autryville
2.86
2.86
Soybeans, Manured, Full Season
30 bu.
4/1-9/15
119
0
0
Irrig.
119
47.53
0.00
135.95
0.00
7704
8A
S7
Autryville
2.40
2.40
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
20.77
0.00
49.85
0.00
7704
8A
S7
Autryville
2.40
2.40
Soybeans, Manured, Full Season
30 bu.
4/1-9/15
119
0
0
Irrig.
119
47.53
0.00
114.08
0.00
7704
8B
S7
Autryville
2.84
2.84
Wheat, Grain
45 bu.
9/1-4/30
104
0
0
Irrig.
52
20.77
0.00
58.99
0.00
7704
8B
S7
Autryville
2.84
2.84
Soybeans, Manured, Full Season
30 bu.
4/1-9/15
119
0
0
Irrig.
119
47.53
0.00
135.00
0.00
Total Applied, 1000 gallons
4,272.70
Total Produced, 1000 gallons
2,669.76
Balance, 1000 gallons
-1,602.94
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
u
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
261976 Database Version 3.1 Date Printed: 3/17/2014 WUT Page 4 of 4

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field .
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
7704
1A
Autryville
0.60
1.0
7704
1B
Autryville
0.60
1.0
7704
2A
Autryville
0.60
1.0.
7704
2B
Autryville
0.60
1.0
7704
3A
Autryville
0.60
1.0
7704
3B
Autryville
0.60
1.0
7704
4A
Autryville
0.60
1.0
7704
4B
Autryville
0.60
1.0
7704
5
Autryville
0.60
1.0
7704
6
Autryville
0.60
1.0
7704
7A
Autryville
0.60
1.0
7704
7B
Autryville
0.60
1.0
7704
8A
Autryville
0.60
1.0
7704
8B
Autryville
0.60
1.0
261976 Database Version 3.1 Date Printed 3/17/2014
IAF Page 1 of 1
NOTE: Symbol * means user entered data.

The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application ofthe effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
36.10
72.21
108.31
Hay 6 ton R.Y.E.
300
26.32
18.05
36.10
54.16
Soybean 40 bu
160
14.04
33.85
67.70
101.55
261976 Database Version 3.1 Date Printed: 03-17-2014 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.
�aci iv
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
70
1
2
69
1
3
121
1
_ 4
161
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
174
1
11
166
1
12
157
2
1
148
2
2
142
2
3
180
2
4
180
2
5
180
2
6
180
2
7
180
2
8
180
2
9
180
2
10
162
2
11
142
2
12
121
* Available Storage Capacity is calculated as of the end of each month.
261976 Database Version 3.1 Date Printed: 03-17-2014 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).
261976 Database Version 3.1 Date Printed: 3/17/2014 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.
261976 Database Version 3.1 Date Printed: 3/17/2014 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.
261976 Database Version 3.1 Date Printed: 3/17/2014 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.
MAR 2 6 2OV
261976 Database Version 3.1 Date Printed: 3/17/2014 Specification Page 4

Crop Notes
The following crop note applies to field(s): 5, 6, 7A, 7B, 8A, 8B
Corn: CP, Mineral Soil, medium leaching
In the Coastal Plain, corn is normally planted when soil temperatures reach 52 to 55 degrees fahrenheit.
Review the Official Variety "green book" and information from private companies to select a high
yielding variety with the characteristics needed for your area and conditions. Plant 1-2" deep. Plant
populations should be determined by the hybrid being planted. Increase the seeding rate by 10% when
planting no -till. Phosphorus and potassium recommended by a soil test can be broadcast or banded at
planting. When planting early in cool, wet soil, banded phosphorus will be more available to the young
plants. An accepted practice is to apply 20-301bs/acre N and 20-301bs/acre phosphorus banded as a
starter and one-half the remaining N behind the planter. The rest of the N should be applied about 30-40
days after emergence. The total amount of N is dependent on soil type. When including a starter in the
fertilizer program, the recommended potassium and any additional phosphorus is normally broadcast at
planting. Plant samples can be analyzed during the growing season to monitor the overall nutrient status
of the corn. Timely management of weeds and insects are essential for corn production.
The following crop note applies to field(s): 1A, 1B, 2A, 2B, 3A, 3B, 4A, 4B
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar., 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
261976 Database Version 3.1 Date Printed: 03-17-2014 Crop Note Page 1 of 2

The following crop note applies to field(s): 1A, 1B, 2A, 2B, 3A, 3B, 4A, 4B
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 5, 6, 7A, 7B, 8A, 8B
Wheat: Coastal Plain, Mineral Soil, medium leachable
In the Coastal Plain, wheat should be planted from October 20-November 25. Plant 22 seed/drill row foot
at 1-1 1/2" deep and increase the seeding rate by 5% for each week seeding is delayed beyond the
optimum time. See the seeding rates table for applicable seeding rate modifications in the current NCSU
"Small Grain Production Guide". Also, increase the initial seeding rate by at least 10% when planting
no -till. Adequate depth control when planting the wheat is essential. Review the NCSU Official Variety
"green book" and information from private companies to select a high yielding variety with the
characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at planting.
Phosphorus and potash recommended by a soil test report can also be applied at this time. The remaining
N should be applied during the months of February -March. The total N is dependent on the soil type.
Plant samples can be analyzed during the growing season to monitor the nutrient status of the wheat.
Timely management of diseases, insects and weeds are essential for profitable wheat production.
The following crop note applies to field(s): 5, 6, 7A, 7B, 8A, 8B
Soybeans -Full Season, Coastal Plain: Mineral soil, medium leachable
The suggested planting dates for soybeans in the Coastal Plains are from April 20-May 20. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Plant 2-4 seed/row foot for 7-8"
drills; 4-6 seed/row foot for 15" rows; 6-8 seed/row foot for 30" rows and 8-10 seed/row foot for 36"
rows. Increase the seeding rate by at least 10% for no -till planting. Seeding depth should be 1-1 1/2" and
adequate depth control is essential. Phosphorus and potash recommended by a soil test report can be
broadcast or banded at planting. Soybeans produce their own nitrogen and are normally grown without
additions of nitrogen. However, applications of 20-30 lbs/acre N are sometimes made at planting to
promote early growth and vigor. Tissue samples can be analyzed during the growing season to monitor
the overall nutrient status of the soybeans. Timely management of weeds and insects is essential for
profitable soybean production.
261976 Database Version 3.1 Date Printed: 03-17-2014 Crop Note Page 2 of 2

David Elston Farm
Facility # 31-245
wettable acre footprintessmisk

I. (;Z1 6(
(landowne
, hereby, give you, t iu; a
(producer)
permission to apply the lagoon effluent from your operation
on 2.5' acres of my land (see attached map showing the
field(s) to be used for the waste disposal). This
permission is granted for the life of the proposed swine
operation.'
I have not and will not give permission to anyone else to
apply their lagoon effluent or litter to the fields and
tracts listed below.
Tract(s) Number
-
Field(s) Number
The lagoon effluent is to be applied in a manner that will
not cause a problem with the nutrients leaching out of the
soil and into ground and surface water (lakes, streams, and
drainage ditches).
The application of the waste will be timed in a manner so
that it will not inconvenience the existing farming
operations.
;
(landowner) (date)

The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions
which could increase the concern of neighbors.
Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure.
Types of failures include leakage through the bottom or sides, overtopping, and breach
of the dam. Assuming proper design and construction, the owner has the responsibility
for ensuring structure safety. Items which may lead to lagoon failures include:
• Modification of the lagoon structure -- an example is the placement of a pipe in the
dam without proper design and construction. (Consult an expert in lagoon design
before placing any pipes in dams.)
• Lagoon liquid levels -- high levels are a safety risk.
• Failure to inspect and maintain the dam.
• Excess surface water flowing into the lagoon.
• Liner integrity -- protect from inlet pipe scouring, damage during sludge removal, or
rupture from lowering lagoon liquid level below groundwater table.
NOTE: If lagoon water is allowed to overtop the dam, the moving water will soon cause
gullies to form in the dam. Once this damage starts, it can quickly cause a large
discharge of wastewater and possible dam failure.
7

EMERGENCY ACTION PLAN
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ)
EMERGENCY MANAGEMENT SERVICES (EMS)
SOIL AND WATER CONSERVATION DISTRICT (SWCD) flit: -
NATURAL RESOURCES CONSERVATION SERVICE (NRCS)
COOPERATIVE EXTENSION SERVICE (CES)
/-800-868-0368
9i i
olio • ea9lo - a12o 4.4 3
ID - 0 (0- al g• f-4
g1o•ath• a113
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort
to ensure that this does not happen. This plan should be posted in an accessible
location for all employees at the facility. The following are some action items you should
take.
1.
A.
Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to some possible problems are listed below.
Lagoon overflow - possible solutions are:
a) Add soil to berm to increase elevation of dam.
b) Pump wastes to fields at an acceptable rate.
c) Stop all flow to the lagoon immediately.
d) Call a pumping contractor.
e) Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a) Immediately stop waste application.
b) Create a temporary diversion to contain waste.
c) Incorporate waste to reduce runoff.
d) Evaluate and eliminate the reason(s) that cause the runoff.
e) Evaluate the application rates for the fields where runoff occurred.
C. Leakage from the waste pipes and sprinklers - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Close valves to eliminate further discharge.
d) Repair all leaks prior to restarting pumps.
D. Leakage from flush systems, houses, solid separators - action include:
a) Stop recycle pump.
b) Stop irrigation pump.
c) Make sure siphon occurs.
d) Stop all flow in the house, flush systems, or solid separators.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing leaks
possible action:
a) Dig a small sump or ditch from the embankment to catch all seepage, put in a submersible
pump, and pump back to lagoon.
b) If holes are caused by burrowing animals, trap or remove animals and fill holes and
compact with a clay type soil.
8

c) Have a professional evaluate the condition of the side walls and the lagoon bottom as soon
as possible.
2. Assess the extent of the spill and -note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name:
b. Contractors Address:
c . Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify
the damage, repair the system, and reassess the waste management plan to keep
problems with release of wastes from happening again.
9

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
Lagoons and Pits
(tYFlush system is designed and operated
sufficiently to remove accumulated
solids from gutters as designed.
( ) Remove bridging of accumulated solids at
disclaarge
Crusted Solids ? JA'.'aintain lagoons, settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more than 6-8 inches over more than
30% of surface.
Excessive Vegetative Decaying vegetation
Growth
(+I'Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage ( ) Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulations of feed residues
() Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Areas Accumulations of animal wastes
and feed wastage
AMIC--November 11, 1996
() Eliminate low area that trap moisture along fences
and other locations where waste accumulates and
and disturbance by animals is minimal.
() Maintain fence rows and filter strips around animal
holding areas to minimize accumulations of wastes
(i.e. inspect for and remove or break up accumulated
solids as needed).
MAR 2 6 2019.
f cr." :;..rr1 ^^trctir-rn

Dry Manure Handling Accumulations of animal wastes () Remove spillage on a routine basis (e.g. 7-10 day
Systems interval during summer; 15-30 days interval during
winter) where manure is loaded for land application
or disposal.
() Provide for adequate drainage around manure stockpiles.
() Inspect for and remove or break up accumulated wastes
in filter stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner Signature)
A; 74-760 -. f�dZ1'/1tis
(Farm Name)
31-ozcis
(Facility Number)
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC
27695-7613.
AMIC--November 11, 1996

Source
Farmstead
Animal body surfaces
Floor surfaces
Manure collection pits
Ventilation exhaust fans
SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Cause
Swine production
Dirty manure -covered animals
Wet manure -covered floors
Urine
Parital micorbial decomposition
Volatile gases
Dust
Indoor surfaces Dust
Flush tanks Agitation of recycled lagoon
liquid whites tanks are filling
Flush alleys
Pit recharge points
Lift stations
Outside drain collection
or junction boxes
End of drainpipes at lagoon
Lagoon surfaces
Agitation during wastewater
conveyanance
Agitation of recycled lagoon
liquid while pits are filling
Agitation during sump tank filling
and drawdown
Agitation during wastewater
conveyance
Agitation during wastewater
Volatile gas emissions
Biological mixing
Agitation
Irrigation sprinkler nozzles High pressure agitation
Wind draft
:4MOC--November 11, 1996
BMP's to Minimize Odor
(;Y�V�egetative or wooded buffers;
(4, ecpmmended best management
pr ctices;
(! ood judgment and common sense
(i,YDr��y floors
( Io -d floors;
( aterers located over slotted floors;
() Fed-drs at high end of solid floors;
( cra a manure buildup from floors;
(,rfloor ventilation for drying
requent manure removal by flush,pit
r d arge,or scrape
nderfloor ventilation
a aintenance;
( ffic'ent air movement
( r ashdown between groups of animals
() Feed additives;
() Feeder covers;
() Feed delivery downspout extenders to
feeder covers
() Flush tank covers
() Extend fill lines to near bottom of
tank with anti -siphon vents
(' nderfloor flush with underfloor
ventilation
() Extend rechard lines to near bottom of
pits with anti -siphon vents
() Sump tank covers
() Box covers
() Extend discharge point of pipes
underneath lagoon liquid level
( o r lagoon liquid capacity
ect lagoon startup procedures
)nimum surface area -to -volume ratio
(I+ (iinimum agitation when pumping
() Mechanical aeration
O Prove i biological additives
(lrir{te on dry days with little or no wind
('1'Mi)imum recommended operation pressure
(')'Pump intake near lagoon liquid surface
() Pump from second -stage lagoon
Site Specific Practices

Storage tank or basin
surface
Partial microbial decomposition
Mixing while filling
Agitation when emptying
() Bottom or midlevel loading
() Tank covers
( ) Basin surface mats of solids
() Proven biological additives or oxidants
Settling basin surface
Partial micobial decomposition
Mixing while filling
Agitation when emptying
() Extend drainpipe outlets underneath liquid
level
() Remove settled solids regularly
Manure, slurry or sludge Agitation when spreading
spreader outlets Volatile gas emissions
() Soil injection of slurry/sludges
() Wash residual manure from spreader after use
() Proven biological additives or oxidants
Uncovered manure, slurry
or sludge on field surfaces
Volatile gas emissions while drying
() Soil infection of slurry/sludges
() Soil incorporation within 48 hours
() Spread in thin uniform layers for rapid drying
( ) Pr en biological additives or oxidants
Dead animals
Dead animal disposal
pits
Carcass decomposition
Proper disposition of carcasses
Carcass decomposition
() Complete covering of carcasses in burial pits
() Proper location/construction of disposal pits
Incinerators Incomplete combustion
( ) SecTidary stack burners
Standing water around Improper drainage
facilities Microbial decomposition of
organic matter
( ", Grade and landscape such that water drains
away from facilities
Manure tracked onto public Poorly maintained access roads (.4 arm access road maintenance
roads from farm access
Additional Information:
Swine Manure Management; 0200 Rule/BMP Packet
Available From:
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge --Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Fluse--Lagoon Treatment; EBAE 129-88
Lagoon Desig and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assuranc Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
NCSU-County Extension Center
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-BAE
NCSU-Swine Extension
NC Pork Produces Assoc
NCSU Agri Communications
Florida Cooperative Extension
The issues checked (.) pertain to this operation. The landowner/integrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
(Landowner Signature)
AMOC.--November 11, 1996

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
a Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
El 0 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
1Y❑ Rendering at a rendering plant licensed under G.S. 106-168.7.
ElEl Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
El El Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm Owner/Manager
3-2--(q
Date
-zz-19
Signature of Technical Specialist Date

Operator:David Elston County: Duplin Date: 09/24/93
Distance to nearest residence (other than
1. STEADY STATE LIVE WEIGHT
O sows
O sows
2880 head
O sows
O head
(farrow to finish)
(farrow to feeder)
(finishing only)
(farrow to wean)
(wean to feeder)
owner) :
x 1417 lbs.
x 522 lbs.
x 135 lbs.
X 433 lbs.
x 30 lbs.
TOTAL STEADY STATE LIVE WEIGHT
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
00.0 feet
0 lbs
= 0 lbs
388800 lbs
0 lbs
0 lbs
(SSLW) = 388800 lbs
Volume = 388800 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Volume = 388800 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feeNo Sludge computed at landowner's request.
Sludge to be removed as needed.
4. TOTAL DESIGN VOLUME
Inside top length 460.0 feet ; Inside top
Top of dike at elevation 4/.0 fcet
Freeboard 1.3 feet ; Side slopes
Total design lagoon liquid level at elevation
Bottom of lagoon elevation 31.0 Leet
Seasonal -high water table elevation ❑.0
14,0
Total design volume using prismoidal formula
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH
3.0 3.0 3.0 3.0 452.2
AREA OF TOP
LENGTH * WIDTH =
452.2 137.2
AREA OF BOTTOM
LENGTH * WIDTH =
364.0 49.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
408.1 93.1
width 145.0 ieQt
1 (Inside lagoon)
+feet
feet
WIDTH DEPTH
137.2 14.70
62042 (AREA OF TOP)
17836 (AREA OF BOTTOM)
151976 (AREA OF MIDSECTION * 4)

CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
62041.8 151976.4 17836.0 2.5
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 568043 CU. FT.

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
460.0 145.0 66700.0 square feet
Buildings (roof and lot water)
Length * Width =
0.0 0.0 0.0 square feet
TOTAL DA 66700.0 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 = 95178 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
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall
Volume =
7.0 in * DA / 12 inches per foot
Volume = 38908.3 cubic feet
7.0 inches

5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 41687.5 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 95178 cubic feet
5B. 0 cubic feet
5C. 38908 cubic feet
5D. 41688 cubic feet
TOTAL 175774 cubic feet
6. SUMMARY
Total required volume 564574 cubic
Total design volume avail. 568043 cubic f(-et
Min. req. treatment volume plus sludge accumulation 388800 cubic fe
42-' 7 3116
At elev. -1f eet ; Volume is .2p4A4:8-cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 526355 cubic feet
At elev. 45.0 feet ; Volume is 4 ,2 =76 cubic feet (start pumping)
Seasonal high water table elevation s0.0 feet
'
jr' vrti ,fit 0
7. DESIGNED BY: 4`.`�k gAPPROVED BY: e. S4 ky1JS'G
DATE: 5` ej--y'a DATE: / d L 93
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
SCS DOES NOT CERTIFY
THAT EXCAVATION AND
FILL VOLUMES ARE
CORRECT

SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
CLEARING:
All trees and brush shall be removed from the construction area
before any excavating or fill is started. Stumps will be
removed within the area of the foundation of the embankment and
fill areas and all excavated areas. All stumps and roots exceeding
one (1) inch in diameter shall be removed to a minimum depth of
one (1) foot. Satisfactory disposition will be made of all
debris. The foundation area shall be loosened thoroughly before
placement of embankment material. Lagoon site (and pad site if
needed) to be stripped of topsoil (3") and stockpiled for use on dike
and pad slopes (2-3"). The topsoiling quantity is in excess of
amounts specified on page one (1).
Cut-off Trench:
A cut-off trench (when specified) shall be installed as shown in
the plans.
Construction:
Construction of excavated and earthfill areas shall be performed
to the neat lines and grades as planned. Deviations from this will
require prior approval of the SCS. Earthfill shall be placed in
max. of 6" lifts and not placed in standing water. Compaction
shall be performed by the construction equipment or sheeps-foot roller
during placement. The embankment of the lagoon shall be installed
using the more impervious materials. Construction of fill
heights shall include ten (10) pereent for settlement. To
protect against seepage, when areas of unsuitable material are
encountered, they___wi.11 rteed_ .te5 be excavated a m nin1um of one (1) foot3
below grad8 and backfiJ. ed and compacted with a SQ7 approved
materi4 .: {�e:--CL,SC, CH) . Refer to the soil investigation
information in the plans for special considerations. Precautions
should be taken during construction to prevent excessive erosion
and sedimentation.
Vegetation:
All exposed embankment and other bare constructed areas shall be
seeded to the planned type of vegetation as soon as possible
after construction according to seeding specifications sheet.

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.
The designed 6 months temporary storage is an estimated volume
based on : 1) waste from animals; 2) excess rainfall after
evaporation; and 3) the largest 24 hour (one day) rainfall that
occurs on the average of once every 25 years. The volume of
waste generated from a given number of animals will be fairly
constant throughout the year and from year to year. This
estimate is based on 7 inches of excess rainfall which is
equal to or exceeds the highest 6 months excess in a year.
The average annual excess rainfall is approximately 8 inches.
Therefore, an average of 8 inches of excess rainfall will
need to be pumped each year. The 25 year rainfall will not be a
factor to consider in an annual pumping cycle, but this storage
volume must always be available. A maximum elevation is
determined in each design to begin pumping and this is usually
the outlet invert of pipe(s) from building(s). If the outlet
pipe is not installed on the elevation to begin pumping, a
permanent marker must be installed on this elevation to
indicate when pumping should begin. An elevation must be
established to stop pumping to maintain minimum treatment depth
(6 feet). Pumping can be started or stopped any time between
these two elevations for operating convenience as site
conditions permit (weather, soils, crop, and equipment to apply
waste without runoff or leaching).
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should
be taken when applying waste to prevent runoff from the field
or damage to crops.
The following items are to be carried out:
1. It is strongly recommended tha the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids
should be covered with effluent at all times. When pre -
charging is completed, flush buildings with recycled lagoon
liquid. Fresh water should not be used for flushing after
initial filling.
2. The attached waste utilization plan shall be followed.
This plan recommends sampling and testing of waste (see
Attachment B) before land application.

3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 45.30 as marked by permanent markers. Stop pump -out
when the fluid level reaches elevation 42.90 or before
fluid depth is less than 6 feet deep (this prevents the loss of
favorable bacteria). The design temporary storage, less 25 year
storm is 140795 cubic feet or 1053146 gallons. As stated
before, this volume will vary considerably from year to year.
4. The recommended maximum amount to apply per irrigation is one
(1) inch and the recommended maximum application rate is 0.4
inches per hour.
5. Keep vegetation on embankment and areas adjacent to the lagoon
mowed annually. Vegetation should be fertilized as needed to
maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to
stable outlets.
8. Keep a minimum of 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.
9. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.
NOTES:

SEEDING RECOMMENDATIONS
AREA TO BE SEEDED: 4.0 ACRES
USE THE SEED MIXTURE INDICATED:
240.0 LBS. FESCUE GRASS @ 60 LBS. PER ACRE
(BEST SUITED ON CLAYEY OR MOIST SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
240.0 LBS. "PENSACOLA" BAHIA GRASS @ 60 LBS. PER ACRE
(SEE FOOTNOTE NUMBER 1)
SEEDING DATES: MARCH 15 TO JUNE 30
32.0 LBS. HULLED BERMUDA GRASS @ 8 LBS. PER ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
120.0 LBS. RYE GRAIN @ 30 LBS. PER ACRE (NURSERY FOR FESCUE)
160.0 LBS. RYE GRASS @ 40 LBS. PER ACRE (TEMPORARY VEGETATION)
SEEDING DATES: SEPTEMBER 1 TO MARCH 30
LBS.
APPLY THE FOLLOWING:
4000 LBS. OF 10-10-10 FERTILIZER (1000 LBS. PER ACRE)
8.0 TONS OF DOLOMITIC LIME (2 TONS PER ACRE)
400 BALES OF SMALL GRAIN STRAW (100 BALES PER ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE ALL
DISTURBED AREAS IMMEDIATELY AFTER EARTHMOVING IS COMPLETED. APPLY
LIME AND FERTILIZER, THEN DISK TO PREPARE A 3 TO 4 INCH SMOOTH SEEDBED.
APPLY SEED AND FIRM SEEDBED WITH A CULTIPACKER OR SIMILAR EQUIPMENT.
APPLY MULCH AND SECURE WITH A MULCH ANCHORING TOOL OR NETTING.
1. PENSACOLA BAHIA GRASS IS SLOWER TO ESTABLISH THAN COMMON
BERMUDA GRASS. WHEN USING BAHIA, IT IS RECOMMENDED THAT 8
LBS. PER ACRE OF COMMON BERMUDA BE INCLUDED TO PROVIDE COVER
UNTIL BAHIAGRASS IS ESTABLISHED.

Confinment Building
TYPICAL VIEW OF A ONE -STAGE LAGOON SYSTEM
Top Width 1'2-
' Pipe (Needs to be adequately
supported)
Bottom $levation
OUTLET PIPE ELEV.
Settled Top Elevation
117,
SS '. :