400153_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: 40-0153
2. Facility Name: Cunningham Farms #1 & 2
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address:
City: Walstonburg
.44160.13eaman Old Creek Rd
Certificate Of Coverage Number: AWS400153
Jerry M Cunningham
State: NC Zip: 27888
Telephone Number: 252-747-7792 Ext. E-mail:
5. Facility's Physical Address: 7400 Beaman Old Creek Rd
City: Walstonburg State: NC Zip: 27888
6. County where Facility is located: Greene
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Jerry M. Cunningham
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Murphy -Brown LLC
Phone No.: 252-714-4141 OIC #: 18496
Operations Type Allowable Count
Swine - Feeder to Finish 9,792
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
JJ I
137,214.00
JJ2
132,422.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technicahspeeialist, containing:..
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc). -_
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [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 I43-215.6A 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 should be by a principal executive officer of the corporation):
Name: Title:
Signature: Date:
Name: Title:
Signatur ,: Date:
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER
Governor
MICHAEL S. REGAN
Secrrrary
LINDA CULPEPPER
Director
NORTH CAROLINA
Environmental Quality
February 27, 2019
Jerry M Cunningham
Cunningham Farms #1 & 2
7810 Beaman Old Creek Rd
Walstonburg, NC 27888
Subject: Application for Renewal of Coverage for Expiring State General Permit
Dear Permittee:
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 NanaDischarge General Permits are available
at https://deq.nc.gov/about/divisions/water-resources/water-quality-regional-operations/afo or by v4iting or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non -Discharge General Permits, you must submit an application for
permit coverage to the Division. Enclosed you will find a "Request for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed, signed and returned by April 3, 2019.
Please note that you must include one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and signed application form. A list of items included in the CAWMP can be found on page 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
Washington Regional Office, Water Quality Regional Operations Section
Greene County Soil and Water Conservation District
AFOG Section Central Files - AWS400153
Murphy -Brown LLC
North Cste 4r a Department of Environmental Quality I 0€v n of Water Resources
512 N. Sa sburt St. 11636 Ma! Service Center Raleigh, North Caroline 27699-1636
919.707.9D00

Nutrient Management Plan For Animal Waste Utilization
03-09-2016
This plan has been prepared for:
J & J Farms
J & J Farms
Beaman Old Creek Rd
Walsontburg, NC 27888
252-714-4141
This plan has been developed by:
Eve H. Honeycutt
N C Cooperative Extension
Lenoir County Center
1791 Hwy 11/55
Kinston, NC 28504
252-527-2191
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.
�1L_J ,tifiLiAditidAdh
ture (owner)
3/o 7/6
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
ech
gnat
Date
780572 Database Version 4.1 Date Printed: 03-09-2016 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 8,965,944 gals/year by a 9,672
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
16161
Incorporated
19394
Injected
19394
Irrigated
16161
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
16,161
23362
-7,201
12,960,561
-3,994,617
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.
780572 Database Version 4.1 Date Printed: 03-09-2016 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where avai lab le.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
1
1
3.79
3.79
N/A
Wagram
Wheat, Grain
40 bu.
Soybeans, Manured, Full Season
28 bu.
3242
10
2.59
2.59
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
3242
11
4.26
4.26
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
3242
12
3.69
3.69
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
3242
13
4.05
4.05
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
3242
14
4.21
4.21
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
3242
15
2.74
2.74
N/A
Orangeburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
3242
16
2.14
2.14
N/A
Orangeburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
6.5 Tons
3242
17
2.66
2.66
N/A
Johns
Wheat, Grain
55 bu.
Soybeans, Manured, Full Season
45 bu.
3242
18
4.38
4.38
N/A
Orangeburg
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
3242
19
2.46
2.46
N/A
Orangeburg
Wheat, Grain
60 bu.
Soybeans, Manured, Full Season
45 bu.
3242
1B
3.34
3.34
N/A
Wagram
Wheat, Grain
40 bu.
Soybeans, Manured, Full Season
28 bu.
3242
20
0.66
0.66
N/A
Johns
Wheat, Grain
55 bu.
Soybeans, Manured, Full Season
45 bu.
3242
21
0.29
0.29
N/A
Johns
Wheat, Grain
55 bu.
Soybeans, Manured, Full Season
45 bu.
3242
2A
3.52
3.52
N/A
Wagram
Wheat, Grain
40 bu.
Soybeans, Manured, Full Season
28 bu.
3242
2B
3.39
3.39
N/A
Wagram
Small Grain Overseed
1.0 Tons
780572
Database Version 4.1
Date Printed 3/9/2016
NOTE: Symbol * means user entered data.
PCS Page 1 of 2

Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
Hybrid Bermudagrass Hay
5.5 Tons
3242
3
6.41
6.41
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
3242
4
5.47
5.47
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
3242
5
4.97
4.97
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
3242
6
4.46
4.46
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
3242
7
3.94
3.94
N/A
Rains
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
3242
8
3.44
3.44
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
3242
9
2.94
2,94
N/A
Wagram
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
PLAN TOTALS:
79.80
79.80
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).
780572
Database Version 4.1 Date Printed 3/9/2016
PCS Page 2 of 2
NOTE: Symbol * means user entered data.

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 of the 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 of the 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
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(Ibs/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
1
1
S7
Wagram
3.79
3.79
Wheat, Grain
40 bu.
9/1-4/30
93
0
0
Irrig.
93
51.59
0.00
195.54
0.00
1
1
S7
Wagram
3.79
3.79
Soybeans, Manured, Full Season
28 bu.
4/1-9/15
111
0
0
Irrig.
111
61.58
0.00
233.39
0.00
3242
10
S7
Wagram
2.59
2.59
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
71.84
0.00
3242
10
S7
Wagram
2.59
2.59
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
386.52
0.00
3242
11
S7
Wagram
4.26
4.26
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
118.17
0.00
3242
11
S7
Wagram
4.26
4.26
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
635.74
0.00
3242
12
S7
Wagram
3.69
3.69
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
102.36
0.00
3242
12
S7
Wagram
3.69
3.69
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
550.68
0.00
3242
13
S7
Wagram
4.05
4.05
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
112.34
0.00
3242
13
S7
Wagram
4.05
4.05
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
604.40
0.00
3242
14
S7
Wagram
4.21
4.21
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
116.78
0.00
3242
14
S7
Wagram
4.21
4.21
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
112.07
0.00
471.80
0.00
3242
15
S7
Orangeburg
2.74
2.74
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
In-ig.
50
27.74
0.00
76.01
0.00
3242
15
S7
Orangeburg
2.74
2.74
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
Irrig.
222
123.16
0.00
337.46
0.00
3242
16
S7
Orangeburg
2.14
2.14
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
59.36
0.00
3242
16
S7
Orangeburg
2.14
2.14
Hybrid Bermudagrass Pasture
6.5 Tons
3/1-9/30
222
0
0
Irrig.
222
123.16
0.00
263.57
0.00
Preview Database Version 4.1
Date Printed: 3/9/2016
WUT Page 1 of 3

Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(!bs/A)
Cantu
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/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
3242
17
S7
Johns
2.66
2.66
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
106
58.81
0.00
156.43
0.00
3242
17
S7
Johns
2.66
2.66
Soybeans, Manured, Full Season
45 bu.
4/1-9/15
174
0
0
Irrig.
174
96.53
0.00
256.77
0.00
3242
18
S7
Orangeburg
4.38
4.38
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
121.50
0.00
3242
18
S7
Orangeburg
4.38
4.38
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
164.22
0.00
719.26
0.00
3242
19
S7
Orangeburg
2.46
2.46
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
125
69.35
0.00
170.60
0.00
3242
19
S7
Orangeburg
2.46
2.46
Soybeans, Manured, Full Season
45 bu.
4/1-9/15
176
0
0
Irrig.
176
97.64
0.00
240.20
0.00
3242
1B
S7
Wagram
3.34
3.34
Wheat, Grain
40 bu.
9/1-4/30
93
0
0
Irrig.
93
51.59
0.00
172.33
0.00
3242
IB
S7
Wagram
3.34
3.34
Soybeans, Manured, Full Season
28 bu.
4/1-9/15
111
0
0
Irrig.
1I I
61.58
0.00
205.68
0.00
3242
20
S7
Johns
0.66
0.66
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
106
58.81
0.00
38.81
0.00
3242
20
S7
Johns
0.66
0.66
Soybeans, Manured, Full Season
45 bu.
4/1-9/15
174
0
0
Irrig.
174
96.53
0.00
63.71
0.00
3242
21
S7
Johns
0.29
0.29
Wheat, Grain
55 bu.
9/1-4/30
106
0
0
Irrig.
106
58.81
0.00
17.05
0.00
3242
21
S7
Johns
0.29
0.29
Soybeans, Manured, Full Season
45 bu.
4/1-9/15
174
0
0
Irrig.
174
96.53
0.00
27.99
0.00
3242
2A
S7
Wagram
3.52
3.52
Wheat, Grain
40 bu.
9/1-4/30
93
0
0
Irrig.
93
51.59
0.00
181.61
0.00
3242
2A
S7
Wagram
3.52
3.52
Soybeans, Manured, Full Season
28 bu.
4/1-9/15
111
0
0
Irrig.
111
61.58
0.00
216.76
0.00
3242
2B
S7
Wagram
3.39
3.39
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
94.04
0.00
3242
2B
S7
Wagram
3.39
3.39
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
505.91
0.00
3242
3
S7
Wagram
6.41
6.41
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
177.81
0.00
3242
3
S7
Wagram
6.41
6.41
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
956.60
0.00
3242
4
S7
Wagram
5.47
5.47
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
151.73
0.00
3242
4
S7
Wagram
5.47
5.47
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
816.32
0.00
3242
5
S7
Wagram
4.97
4.97
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
137.86
0.00
3242
5
S7
Wagram
4.97
4.97
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
741.70
0.00
Preview Database Version 4.1
Date Printed: 3/9/2016
WUT Page 2 of 3

Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(Ibs/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
3242
6
S7
Wagram
4.46
4.46
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
123.72
0.00
3242
6
S7
Wagram
4.46
4.46
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
665.59
0.00
3242
7
S7
Rains
3.94
3.94
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
109.29
0.00
3242
7
S7
Rains
3.94
3.94
Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
195
0
0
Irrig.
195
108.18
0.00
426.24
0.00
3242
8
S7
Wagram
3.44
3.44
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
95.42
0.00
3242
8
S7
Wagram
3.44
3.44
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
513.37
0.00
3242
9
S7
Wagram
2.94
2.94
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
81.55
0.00
3242
9
S7
Wagram
2.94
2.94
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
438.75
0.00
Total Applied, 1000 gallons
12,960 56
Total Produced, 1000 gallons
8,965 94
Balance, 1000 gallons
-3,994 62
Total Applied, tons
"�� �z
0.00
Total Produced, tons
} i `
0.00
Balance, tons
P'�
0.00
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
Preview Database Version 4.1 Date Printed: 3/9/2016
WUT Page 3 of 3

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 applicatio t 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)
1
1
Wagram
0.60
1.0
3242
10
Wagram
0.60
1.0
3242
11
Wagram
0.60
1.0
3242
12
Wagram
0.60
1.0
3242
13
Wagram
0.60
1.0
3242
14
Wagram
0.60
1.0
3242
15
Orangeburg
0.50
1.0
3242
16
Orangeburg
0.50
1.0
3242
17
Johns
0.50
1.0
3242
18
Orangeburg
0.50
1.0
3242
19
Orangeburg
0.50
1.0
3242
1B
Wagram
0.60
1.0
3242
20
Johns
0.50
1.0
3242
21
Johns
0.50
1.0
3242
2A
Wagram
0.60
1.0
3242
2B
Wagram
0.60
1.0
3242
3
Wagram
0.60
1.0
3242
4
Wagram
0.60
1.0
3242
5
Wagram
0.60
1.0
3242
6
Wagram
0.60
1.0
3242
7
Rains
0.40
1.0
3242
8
Wagram
0.60
1.0
3242
9
Wagram
0.60
1.0
780572 Database Version 4.1 Date Printed 3/9/2016 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 for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should 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
Ib/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
Com 120 bu
150
14.69
108.65
217.30
325.94
Hay 6 ton R.Y.E.
300
29.38
54.32
108.65
162.97
Soybean 40 bu
160
15.67
101.86
203.72
305.57
780572 Database Version 4.1 Date Printed: 03-09-2016 Sludge Page 1 of I

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 W
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
86
1
2
80
1
3
80
1
4
141
1
5
180
1
6
180
1
7
180
1
8
180
1
9
158
1
10
149
1
11
133
1
12
116
* Available Storage Capacity is calculated as of the end of each month.
780572 Database Version 4.1 Date Printed: 03-09-2016 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).
780572 Database Version 4.1 Date Printed: 3/9/2016 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.
780572 Database Version 4.1 Date Printed: 3/9/2016 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.
780572 Database Version 4.1 Date Printed: 3/9/2016 Specification Page 3

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
n -1
Version —November 26, 2018
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinionof 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 thre t of a disease emergency, the State Veterinarian may enact
additjpnal temporary proctu}es or measures for disposal according to G.S. 106-399.4.
i/e9,9—h?
Date
I Specialist Date

OPERATION AND MAINTENANCE PLAN
SHEL I 1 U1=
This 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
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The 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 will vary from year to 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
bMilding(s). If the outlet pipe is not installed at the elevation to
begin 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
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal.. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre—
char-•ged 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 precharging is complete,
flush buildings with recycled Lagoon liquid. Fr-•esh water should not
he used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump —out of the lagoon when fluid level
reaches the elevation 79.7 as marked by permanent marker. Stop pump —
out when the fluid level reaches elevation 77.6 . This temporary
storage, less 25 yr— 24 hr storm,_ contains 238761 cubic feet or
1785932 gallons.

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.
B. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. 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—
mental Management, has the responsibility for enforcing this law.

operator:
Date:
•9211,== eCialanat=C $21==. SS= =5= = =
Dist.to nearest residence (other than owner):
sows (farrow to finish):===
sows (farrow to feeder): eder):
head (finishing only):
sows (farrow to wean):
head (wean to feeder):
=JERRY CUNNINGHAM #1
,REENE
02/12./96
1500 ft.
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft):= >
Treatment Volume (rnin. 1 cu. ft/lb.)
25 Year - 24 Hour Rainfall (in.)
Rainfall in excess of evaporation (in.)--- -
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water (gallons/day)
Temporary storage period (days)
Freeboard (ft.):
Side slopes (inside lagoon):
Inside top length (ft):
Inside top width (ft.):
Top of dike elevation (ft.):
Bottom of lagoon elevation (ft).
Seasonal high water tabie(SHWT) elev.(ft.):= >
Total required volume:
Actual design volume:
Stop pumping el.(:: or = to 77.8
(> or = to 76.5
Required minimum treatmentvolume:
Volume at stop pumping elevation:
Start pumping elev..
Volume at start pumping elevation:
Actuil voltam less )5yr-24hr r-;n:
NOTE: Verify that tamp. storage if-184-143qiiRta:
Req. volume to be pumped:====>
Actual volume to be purnped:==>
977071 cu. ft.
1046. 400 cu. ft.
ft.SHWT)>
ft.Min)
660960 cu. ft.
662187 cu. ft.
945779 cu. ft.
969050 cu. ft.
238761 cu. ft.
283592 cu. ft.
4896
1.0
7.0
7.0
180
1.0
3.0 : 1
600.0
221.0
81.5
70.5
77.8
**TOTAL VOL O.K.**
107.10%
77.3 ** END PUMP TOO LOV
**TRMT. VOL O.K**
100.19%
79.7
"STORM STOR. O.K."
102.4-6%
***i EMP. VOL 0.k."
118.78%

perator:JERRY CUNNINGHAM #County: GREENE Date: 02/13/96
istance to nearest residence (other than owner): 1500.0 feet
. AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. = 0 lbs
0 sows (farrow to feeder) x 522 lbs. = 0 lbs
4896 head (finishing only) x 135 lbs. = 660960 lbs
0 sows (farrow to wean) x 433 lbs. = N lbs
0 head (wean to feeder) x 30 lbs. = 0 lbs
Describe other : N
Total Average Live Weight = 660960 lbs
. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
` Volume = 660960 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Volume(CF)/lb. ALW = 1 CF/lb. ALW
Volume = 660960 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet) -----
Inside top width (feet) ----------------------
Top of dike elevation (feet) ---
Bottom of lagoon elevation (feet)
Freeboard (feet) ------
Side slopes (inside lagoon) ------ —
Total design volume using prismoidal formula
600.0
221.0
81.5
70.5
1.0
3.0 : 1
SS/END1 SS/END2 SS/SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.0 594.0 215.0 10.0
AREA OF TOP
LENGTH * WIDTH =
594.0 215.0
AREA OF BOTTOM
LENGTH * WIDTH =
534.0 155.0
AREA OF MIDSECTION
LENGTH * WIDTH *
564.0 185.0
4
127710 (AREA OF TOP)
82770 (AREA OF BOTTOM)
417360 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
127710.0 417360.0 82770.0
*
DEPTH/6
1.7
Total Designed Volume Available = 1046400 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
600.0 221.0 132600.0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL_ DA 132600.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal. /day per 135 lb. ALW 1.37
Describe this area.
Volume = 660960 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1207354 gals. or 161410.9 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume =
Volume = 0.0 cubic feet
0.0 gallons/day * 180 days storage/7.48 gallons
per OF
Volume of rainfall in excess of evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall. = 7.0 inches
Volume = 7.00 in * DA / 12 inches per foot
Volume = 77350.0 cubic feet

D. Volume of 25 year -- 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 77350.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 161411 cubic feet
58. 0 cubic feet
5C. 77350 cubic feet
5D. 77350 cubic feet
TOTAL_ 316111 cubic feet
. SUMMARY
Temporary storage period ___._ - _-__> 180 days
Rainfall in excess of evaporation---------------> 7.0 inches
25 year - 24 hour rainfall-' > 7.0 inches
Freeboard---- _.- ---- > 1.0 feet
Side slopes__._._____:__. _ _._. __-> 3.0 : 1
Inside top length-- - _----_ ---} 600.0 feet
Inside top width 221.0 feet
Top of dike elevation==•--- -- > 81.5 feet
Bottom of lagoon elevation----- -------=> 70.5 feet
Total required 977071 cu. ft
Actual design volume -----._______._.} 1046400 cu. ft.
Seasonal high watertable elevation (SHWT)===> 77.8 feet
Stop pumping elev. 77.3 feet
Must be > or = to the SHUT elev.----------> --> 77.8 feet
Must be > or = to min. req. treatment el. => 76.5 feet
Required minimum treatment volume-=--------.--__:> 660960 cu. ft.
Volume at stop pumping elevation ---_ - :-:} 662187 cu. ft.
Start pumping elev.====_________---- -----> 79.-7 feet
Must be at bottom of freeboard K 25 yr. rainfall
Actual volume less 25 yr.-- 24 hr. rainfall==>
Volume at start pumping elevation= -=-:_________:>
Required volume to be
Actual volume planned to be pumped- --------__>
Min. thickness of soil liner when required==>
DESIGNED BY: APPROVED BY:
DATE:
cu. ft.
cu. ft.
cu. ft .
cu. ft. *
feet ,,��;;toctottty
DATE: efigiSEAL
14985
v
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS : ACTNAt- LAreaccvd DES IS Air
969050
945779
238761
1.6
Srew j Ate. -gStC.ralltn vE o f ttstiod Se %5.C-e QUA
set a.zt' 1-e's° TA, %t i FA LA. CAr1 ie

•-,-.11.-Pc!.1 Ct.
C:OLinty: -
Date:=
rjERRY CUNNINGHAM 42
—
QREENE
Distto nearest nc (other than owner
sows (farrow to finish):===
sows (farrow to feeder): eder).
head (finishing only).
sows (farrow io wean).
had (wan to f,nPdPr).
l Waight fr,r rthr r,parMir.nt2(ibr,..)=>
Storage volume for sludge accum. (cu. ft.):= >
Treatment Volume (min. 1 cu. ft.ilb.)
25 YPar — 24 Hour Rainfall (in.)
02108196
1500 ft.
4896
1.0
7.0
Rainfall in excess of evaporation (it .) 7.0
Drainage area of buildings & tots
Volume of wash water (gallons/day)
I erriporary storage. period (days) 180
Freeboard (fL):-- — 1.0
Side slopes (inside lagoon):— — 2.0 :
Inside top length (ft.). --> 500,0
inside top width (ft.). 275.0
Top of dike elevation (ft.). 100.0
Bottom of lagoon elevation (ft.): 90.0
Seasonal high water table(SHIN-1) elev. (ft.):= > 94.0
Lairqurd VL.PI LAI I .!.
Aral 4rnia.
Stop pumping el.(> or = to 94.0 ft.SHWT):, 96.2
(>or = to 96.0 ft.Min.)
Raguired minimum treatment volume.: 660950 cu.
Volume at stop pumping Q14\ration: 664915 cu. ft.
Start pumping (1.11.f.. 98.2
Volume at Statt pumping gigifEt-tkfl: qi -1.163 uu."Li.
Actual volume less 25yr-24hr rain: 939105 cu. ft,
NOTE: Verify thot tcamp. storage ir4arIP.cmte:
Req. volume to be pumped:====> 241 61 9 CU. ft. -k-k1 LMP. VOL 0.k.**
Actual volume to be pumped:==> 249548 cu. ft. 10'3.28%
C100700 4-4
1019313 cu.
"TOTAL VOL
103.72%
-A-*TRIVIT. VOL n.i(*.k
100.60%
-Ty-AD
untvl N.in. r
102.69%

;rator:JERRY CUNNINGHAM #County: GREENE Date: 02/08/96
stance to nearest residence (other than owner): 1500.0 feet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs.
0 sows (farrow to feeder) x 522 lbs.
4896 head (finishing only) x 135 lbs.
0 sows (farrow to wean) x 433 lbs.
0 head (wean to feeder) x 30 lbs.
Describe other :
=
=
=
=
=
:
0 lbs
0 lbs
660960 lbs
0 lbs
0 lbs
0
Total Average Live Weight = 660960 lbs
MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 660960 lbs. ALW x Treatment Volume(CF)/lb. ALW
Treatment Vol:me(CF)/lb. ALW = 1 CF/Ib. ALW
Volume = 660960 cubic feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length (feet)--------------------- 5000'j
Inside top width (feet)---------------------- 275.0
Top of dike elevation (feet) ----------------- 100.0
Bottom of lagoon elevation (feet) ------------ 90.0
Freeboard (feet)----------------------------- 1.0
Side slopes (inside lagoon)------------------ 3.0 : 1
Total design volume using prismoidal formula
SS/END1 SS/EHD2 SS/SIDE! SS/SIDE2
3.0 3.0 3.0 3.0
AREA OF TOP
LENGTH * WIDTH =
494.0 269.�
AREA OF BOTTOM
LENGTH * WIDTH =
440.0 215.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
467.0 242.0
LENGTH
494.0
WIDTH
269.0
132886 (AREA OF TOP)
94600 (AREA OF BOTTOM)
DEPTH
9.0
452056 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
132886.0 452056.0 94600.0
*
DEPTH/6
1.5
Total Designed Volume Available = 1019313 CU. FT.

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
500.0 275.0 137500.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 137500.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Volume = 660960 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 1207354 gals. or 161410.9 cubic feet
Volume of wash water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Volume =
0.0 Qallons/day * 180 days storage/7.48 gallons
per OF
Volume = 0.0 cubic feet
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 = 80208.3 cubic feet
7.0 inches

Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DO
Volume = 80208.3 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 161411 cubic feet
5% 0 cubic feet
50 80208 cubic feet
5D. 80208 cubic feet
TOTAL 321828 cubic feet
SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of evaporation===========> 7.0 inches
25 year - 24 hour rainfall==================> 7.0 inches
Freeboard===================================> 1.0 feet
Side slopes=================================> 3.0 : 1
Inside top length===========================> 500.0 feet
Inside top width============================> 275.0 feet
Top of dike elevation=======================> 100.0 feet
Bottom of lagoon elevation==================> 90.0 feet
Total required 982788 cu. ft.
Actual design volume========================> 1019313 cu. ft. *
Seasonal high waterta6le elevation (SHWT)===> 94.0 feet
Stop pumping elev.==========================> 96.2 feet *
Must be > or = to the SHWT elev.==========> 94.0 feet
Must be > or = to min. req. treatment el.=> 96.0 feet
Required minimum treatment volume===========> 660960 cu. ft.
Volume at stop pumping elevation============> 664915 cu. ft.
Start pumping eIev.=========================> 98.2 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall-) 939105 cu. ft.
Volume at start pumping elevation===========> 914463 cu. ft.
Required volume to be pumped================> 241619 cu. ft. Y.
Actual volume planned to be pumped==========> 249548 cu. ft. *
Min. thickness of soil liner when required==> 1.5 feet
DESIGNED BY: APPROVED BY:��-/LQ�~�
� 0w1% fenm°._
DATE: DATE; T( i/%/4�r
`.
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN �E L
\4985
~�
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN

SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This 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
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The 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 will vary from year to 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 at the elevation to
begin 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
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent damage to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times. When precharging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump -out of the lagoon when fluid level
reaches the elevation 98.2 as marked by permanent marker. Stop pump -
out when the fluid level reaches elevation 96.2 . This temporary
storage, less 25 yr- 24 hr storm, contains 241619 cubic feet or
1807312 gallons.

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.
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.
S. Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. 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-
mental Management, has the responsibility for enforcing this law.

00

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EMERGENCY ACTION PLAN
PHONE NUMBERS
Division of Water Resources (DWR)
Emergency Management System (EMS)
Soil and Water Conservation District (SWCD)
Natural Resources Conservation Service (NRCS)
7J-7
7L7
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing, or running off site. You should not wait until wastes reach surface waters or leave
your property to consider that you have a problem. You should make every effort to ensure that
this does not happen. This plan should be posted in an accessible location for all employees at
the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation, this may or may not be possible.
Suggested responses to some possible problems are listed below.
a. Lagoon overflow -possible solutions are:
1) Add soil to berm to increase elevation of dam.
2) Pump wastes to fields at an acceptable rate.
3) Stop all flows to the lagoon immediately.
4) Call a pumping contractor.
5) Make sure no surface water is entering lagoon.
b. Runoff from waste application field -actions include:
1) Immediately stop waste application.
2) Create a temporary diversion to contain waste.
3) Incorporate waste to reduce runoff.
4) Evaluate and eliminate the reason(s) that caused the runoff.
5) Evaluate the application rates for the fields where runoff occurred.
c. Leakage from the waste pipes and sprinklers -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Close valves to eliminate further discharge.
4) Repair all leaks prior to restarting pumps.
1 November 23, 2016

d. Leakage from flush systems, houses, solid separators -action include:
1) Stop recycle pump.
2) Stop irrigation pump.
3) Make sure no siphon occurs.
4) Stop all flows in the house, flush systems, or solid separators.
5) Repair all leaks prior to restarting pumps.
e. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowing
leaks- possible action:
1) Dig a small sump or ditch away from the embankment to catch all seepage, put in
a submersible pump, and pump back to lagoon.
2) If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
3) Have a professional evaluate the condition of the side walls and lagoon bottom as
soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage noted, 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 of the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours, call your DWR regional office, phone number:
. After hours, emergency number: 1-800-858-0368. Your phone call should
include: your name, facility, telephone number, the details of the incident from item 2
above, the exact location of the facility, the location or direction of movement of the
spill, weather and wind conditions. The corrective measures that have been under
taken, and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS, phone number:
. Instruct EMS to contact local Health Department.
c. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number: ; : 9 )... i 1 70
2 November 23, 2016

2) local SWCD office, phone number: L ] .37 c3
3) local NRCS office, phone number: 7' -7 ,37
4. If none of the above works call 911 or the Sheriff's Department and explain your problem
to them and ask that person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
Z — L1
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer,
etc.)
a. Name: ;j •Z (r
b. Phone:
717 i 1�.
703
7. Implement procedures as advised by DWR 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.
3 November 23, 2016

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush gutters
Liquid Systems
• Accumulation of solids EVFlush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
O Remove bridging of accumulated solids at
discharge
Lagoons and pits • Crusted solids
Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
Excessive vegetative
growth
• Decaying vegetation
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 O Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
O Clean up spillage on a routine basis (e.g., 7- to 10-
day interval during summer; 15- to 30-day interval
during winter)
AMIC - November 11, 1996, page I

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects
Feed storage • Accumulations of feed Reduce moisture accumulation within and around
residues immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas • Accumulations of animal O Eliminate low areas that trap moisture along fences
wastes and feed wastage and other locations where waste accumulates and
.,.disturbance by animals is minimal
LP' 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)
Site Specific Practices
Dry manure handling • Accumulations of animal 0 Remove spillage on a routine basis (e.g.,
systems wastes 7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
O Provide for adequate drainage around manure
stockpiles
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Cause
• Swine production
BMPs to Minimize Odor
VVegetative or wooded buffers
Q' Recommended best management practices
O Good judgment and common sense
Site Specific Practices
Animal body
surfaces
• Dirty manure -covered
animals
O Dry floors
Floor surfaces
• Wet manure -covered floors
(lotted floors
/ Waterers located over slotted floors
I ' 1~eeders at high end of solid floors
O Scrape manure buildup from floors
O Underfloor ventilation for drying
Manure collection
pits
• Urine
• Partial microbial
decomposition
I+ Frequent manure removal by flush, pit recharge,
or scrape
O Underfloor ventilation
Ventilation exhaust
fans
• Volatile gases
• Dust
O Fan maintenance
"fficient air movement
Indoor surfaces
• Dust
I�Washdown between groups of animals
O Feed additives
O Feeder covers
O Feed delivery downspout extenders to feeder
covers
Flush tanks
Flush alleys
• Agitation of recycled lagoon
liquid while tanks are filling
O Flush tank covers
O Extend fill lines to near bottom of tanks with
anti -siphon vents
• Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance
AMOC - November 11 1996_ naae 1

Swine Farm Waste Management Odor Control Checklist
Source
Pit recharge points
Cause
• Agitation of recycled lagoon
liquid while pits are filling
BMPs to Minimize Odor
D Extend recharge lines to near bottom of pits with
anti -siphon vents
Site Specific Practices
Lift stations • Agitation during sump tank D Sump tank covers
filling and drawdown
Outside drain • Agitation during wastewater D Box covers
collection or junction conveyance
boxes
End of drainpipes
at lagoon
• Agitation during wastewater
conveyance
D Extend discharge point of pipes underneath
lagoon liquid level
Lagoon surfaces
• Volatile gas emissions
• Biological mixing
• Agitation
C�Proper lagoon liquid capacity
D Correct lagoon startup procedures
D Minimum surface area -to -volume ratio
D Minimum agitation when pumping
D Mechanical aeration
D Proven biological additives
Irrigation sprinkler
nozzles
• High pressure agitation
• Wind drift
Irrigate on dry days with little or no wind
D Minimum recommended operating pressure
D Pump intake near lagoon liquid surface
D Pump from second -stage lagoon
Storage tank or
basin surface
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
D Bottom or midlevel loading
D Tank covers
Basin surface mats of solids
D Proven biological additives or oxidants
AMOC - November 11, 1996, page 2

Swine Farm Waste Management Odor Control Checklist
Source
Settling basin surface
Cause
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
BMPs to Minimize Odor
D Extend drainpipe outlets underneath liquid level
0 Remove settled solids regularly
Site Specific Practices
Manure, slurry, or
sludge spreader
outlets
• Agitation when spreading
• Volatile gas emissions
O Soil injection of slurry/sludges
O Wash residual manure from spreader after use
O Proven biological additives or oxidants
Uncovered manure,
slurry, or sludge on
field surfaces
• Volatile gas emissions while
drying
3 Soil injection of slurry/sludges
O Soil incorporation within 48 hours
O Spread in thin uniform layers for rapid drying
O Proven biological additives or oxidants
Dead animals • Carcass decomposition
Proper disposition of carcasses
Dead animal disposal • Carcass decomposition
pits
O Complete covering of carcasses in burial pits
O Proper location/construction of disposal pits
Incinerators
• Incomplete combustion
O Secondary stack burners
Standing water
around facilities
• Improper drainage
• Microbial decomposition of
organic matter
Grade and landscape such that water drains away
from facilities
Manure tracked onto • Poorly maintained access
public roads from roads
farm access
Farm access road maintenance
AMOC - November 11, 1996, page 3

Additional Information:
Available From:
Swine Manure Management; .0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush —Lagoon Treatment; EBAE 129-88
Lagoon Design 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 Assurance 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
N.C. Pork Producers Assoc.
NCSU Agricultural Communications
Florida Cooperative Extension
AMOC - November 11, 1996, page 4