400061_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 Permiuee.
1. Farm Number: 40-0061 Certificate Of Coverage Number: AWS400061
2. Facility Name: George Bailey Farms (Galloway Farm)
3. Landowner's Name (same as on the Waste Management Plan): George Herbert Bailey
4. Landowner's Mailing Address: PO Box 10
City: Walstonburg State: NC Zip: 27888-0010
Telephone Number: 252-753-5407 Ext. E-mail:
5. Facility's Physical Address: 2068 Spring Branch Church 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): George Herbert Bailey Phone No.: 252-753-5667 OIC #: 16409
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 Allowable Count
Swine - Feeder to Finish 1,757
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)
GB 1
5/22/1996
( ( triA
35512,1.r
4D 4 . OD 1f)
19.00
l
SI ,
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 technical specialist containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, 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 should be by a principal executive officer of the corporation):
Name: V O i I.• r to / Title: D V/ JV of
Signature: _ /� _ Date:
J-J3-1?
Name: Title:
Signature: 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
Secretary Es=�
LINDA CULPEPPER NORTH CAROLINA
Di,ector Environmental Quality
February 27, 2019
George Herbert Bailey
George Bailey Farms (Galloway Farm)
PO Box 10
Walstonburg, NC 27888-0010
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 Non -Discharge General Permits are available
at https://deq.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 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 retumed 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 $25,000 per day.
If you have any questions about the State Non -Discharge General Permits, the enclosed application, or any related matter please feel
free to contact the Animal Feeding Operations Branch staff at 919-707-9100.
Enclosures
cc (w/o enclosures):
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Washington Regional Office, Water Quality Regional Operations Section
Greene County Soil and Water Conservation District
AFOG Section Central Files - AWS400061
North Carolina Department ofEEnvironmental grew; ty 1 D iviitn alt eeo
f D Q Su N. Sslsbur St. 1536 Mail Service Center Rak_ gh, Nsortihof r CarolinaR2769$surces 1536
"� — 919.707.9000

Version—November26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
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 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.
anager Date
3/ij9
hnical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
12-12-2011
This plan has been prepared for:
Galloway Farm
George Bailey
POBOX 10
Walstonburg, NC 27888
252-413-8525
This plan has been developed by:
Eve H. Honeycutt
N. C. Cooperative Extension
1791 Hwy 11-55
Kinston, NC 28504
252-527-2191
Develop ignature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
Signature
Si:' ature ("anager or producer)
)24
Date
Date
This plan meets the minimum standar.. 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.
21/2 J)1
Techni�al Specialist Sign t re Date
351872 Database Version 3.1 Date Printed: 12-12-2011 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 1,628,739 gals/year by a 1,757
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
3751
Incorporated
6443
Injected
7095
Irrigated
4078
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
4,078
4194
-116
1,675,187
-46,448
Year 2
4,078
4114
-36
1,643,248
-14,509
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.
351872 Database Version 3.1 Date Printed: 12-12-201 1 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 available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
3182
1..
2.00
2.00
N/A
Norfolk
Small Grain Cover
N/A
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
3182
2..
4.70
4.70
N/A
Norfolk
Small Grain Cover
N/A
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
3182
3..
5.60
5.60
N/A
Norfolk
Small Grain Cover
N/A
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
3182
4..
1.90
1.90
N/A
Wagram
Small Grain Cover
N/A
Corn, Grain
75 bu.
Wheat, Grain
40 bu.
Soybeans, Manured, Double Crop
23 bu.
3182
5..
1.60
1.60
N/A
Norfolk
Small Grain Cover
N/A
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
3182
6..
5.90
5.90
N/A
Norfolk
Small Grain Cover
N/A
Corn, Grain
115 bu.
Wheat, Grain
60 bu.
Soybeans, Manured, Double Crop
35 bu.
PLAN TOTALS:
21.70
21.70
351872 Database Version 3.1 Date Printed 12/12/2011
PCS Page 1 of 2
NOTE: Symbol * means user entered data.

s „it +? iHli`
74llit ti
INiti if ii IL�I;i, C241,� li'' etrch4n, '• i ! :<: ,
' .. c.'h4r00l ur4040; :, ., ,, ,
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).
351872 Database Version 3.1 Date Printed 12/12/2011
NOTE: Symbol * means user entered data.
PCS Page 2 of 2

Waste Utilization Table
1 CACZ .
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrcgen
PA .
Nutrient
Req'd
(lbs/A)
Comm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
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
Applic.
Method
N
1000
gal/A
Tons
1000 gals
tons
3182
1..
S7
Norfolk?'- '/flf
2.00
2.00
Small Grain Cover
N/A
9/1-3/31
25
0
0
Irrig.
14
5.49
0.00
10.98
0.00
3182
1..
S7
Norfolk
2.00
2.00
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
44
17.48
0.00
34.95
0-00
3182
1..
S7
Norfolk
2.00
2.00
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig.
137
54.72
0.00
109.45
0.00
3182
2..
S7
)441
Norfolk ,�y,i,e
l/''
4.70
4.70
Small Grain Cover
N/A
9/1-3/31
25
0
0
brig.
14
5.49
0.00
25.81
0.00
3182
2..
S7
Norfolk
4.70
4.70
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.44
17.48
0.00
82.14
0.00
3182
2..
S7
Norfolk
4.70
4.70
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
Irrig-
137
54.72
0.00
257.20
0.00
3182
3..
S7
�,
Norfolk=' "
-
5.60
5-60
Small Grain Cover
N/A
9/1-3/31
25
0
0
Irrig.
14
5.49
0.00
30.76
0.00
3182
3..
S7
Norfolk
5.60
5.60
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
44
17.48
0.00
97.86
3182
3..
S7
Norfolk
5.60
5.60
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
brig.
137
54.72
0.00
306.45
0-00
3182
4..
S7
i
Wagram h f f /
'
1.90
1.90
Small Grain Cover
N/A
9/1-3/31
25
0
0
Irrig.
14
5.49
0.00
10.44
0.00
3182
4..
S7
Wagram
1.90
1.90
Wheat, Grain
40 bu.
9/1-4/30
93
0
0
lrrig.
33
13.00
0.00
24.70
0.00
3182
4..
S7
Wagram
1.90
1.90
Soybeans, Manured, Double Crop
23 bu.
4/1-9/15
92
0
0
Irrig.
92
36.75
0.00
69.82
0.00
3182
5..
S7
Norfolk f-drq
1.60
1.60SmallGrainCover
N/A
9/1-3/31
25
0
0
brig.
14
5.49
0.00
8.79
0.00
3182
5..
S7
Norfolk
1-60
1.60
Wheat, Grain
60 bu_
9/1-4/30
125
0
0
Irria
44
17.48
0.00
27.96
0.00
3182
5..
S7
Norfolk
1.60
1.60
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
lrrig.
b
137
54-72
0.00
87.56
0.00
3182
6..
S7
Norfolk aP
5.90
5.90
Small Grain Cover
N/A
9/1-3/31
25
0
0
Irrig.14
5.49
0.00
32.40
0.00
3182
6..
S7
Norfolk
5.90
5.90
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.44
17.48
0-00
103.11
0.00
3182
6..
S7
Norfolk
5.90
5.90
Soybeans, Manured, Double Crop
35 bu.
4/1-9/15
137
0
0
lrrig.
137
54.72
0.00
322.87
0.00
0.00
351872 Database Version 3.1
Date Printed: 12/12/2011
WUT Page 3 of 4

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
.c.a■ .
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)
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
Applic.
ep
M
Method
N
1000
gal/A
Tons
1000 gals
tons
3182
1..
S7
Norfol11-0o, loi5
2.00
2.00
Small Grain Cover
N/A
9/1-3/31
25
0
0
Irrig.
11
4.49
0.00
8.99
0.00
3182
l..
S7
Norfolk
2.00
2.00
Corn, Grain
115 bu.
2/15-6/30
131
0
25
Irrig.
106
42.34
0.00
84.68
0.00
3182
1..
S7
Norfolk
2.00
2.00
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
81
32.45
0.00
64.91
0.00
3182
2..
S7
Norfolk %E )40u5e
4.70
4.70
Small Grain Cover
N/A
9/1-3/31
25
0
0
brig.
11
4.49
0.00
21.12
0.00
3182
2..
S7
Norfolk
4.70
4.70
Corn, Grain
115 bu.
2/15-6/30
131
0
25
Irrig.
106
42.34
0.00
199.00
0.00
3182
2_.
S7
Norfolk
4.70
4.70
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
81
32.45
0.00
152.54
0.00
3182
3..
S7
Norfolk lej-
5.60
5.60
Small Grain Cover over
N/A
9/1-3/31
25
0
0
brig.
11
4.49
0.00
25.16
0.00
3182
3..
S7
Norfolk
5.60
5.60
Corn, Grain
115 bu.
2/15-6/30
131
0
25
Irrig.
106
42.34
0.00
237.11
0.00
3182
3..
S7
Norfolk
5.60
5.60
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
81
32.45
0.00
181.75
0.00
3182
4..
S7
Wagram 5 v li
(
1.90
1.90
Small Grain Cover
N/A
9/1-3/31
25
0
0
Irrig.
11
4.49
0.00
8.54
0.00
3182
4..
S7
Wagram
1.90
1.90
Corn, Grain
75 bu.
2/15-6/30
92
0
25
Irrig.
67
26.76
0.00
50.85
0.00
3182
4..
S7
Wagram
1.90
1.90
Wheat, Grain
40 bu.
9/1-4/30
93
0
0
Irrig.
60
24.15
0.00
45.88
0.00
3182
5..
S7
P1.60
Norfolk uJ pl{
(
1.60
Small Grain Cover
N/A
9/1-3/31
25
0
0
brig.
11
4.49
0.00
7.19
0.00
3182
5..
S7
Norfolk
1.60
1.60
Com, Grain
115 bu.
2/15-6/30
131
0
25
Irrig.
106
42.34
0.00
67.75
0.00
3182
3182
5._
S7
Norfolk
1.60
1.60
Wheat, Grain
60 bu.
9/1-4/30
125
0
0
Irrig.
81
32.45
0.00
51.93
0.00
6_.
S7
t�
Norfolk D oily
5.90
5.90
Small Grain Cover
N/A
9/1-3/31
25
0
0
Irrig.
11
4.49
0.00
26.51
0.00
351872 Database Version 3.1
Date Printed: 12/12/2011
WUT Page 1 of 4

Waste Utilization Table
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Regd
(lbs/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
galA
Tons
1000 gals
tons
3182
6..
S7
0 U
Norfolk f
5.90
5.90
Corn, Grain
115 bu.
2/15-6/30
131
0
25
Irrig.
106
42.34
0.00
249.81
0.00
3182
6..
S7
Norfolk
5.90
5.90
Wheat, Grain
60 bu.
9/I-4/30
125
0
0
Irrig.
81
32.45
0.00
191.48
0.00
Total Applied, 1000 gallons
1,675.19
Total Produced, 1000 gallons
1,628.74
Balance, 1000 gallons
-46.45
--=- ---
Total Applied, tons
0.00
Total Produced, tons
"ISO
0.00
Balance, tons
0.00
_
otes: 1. In the tract column, — symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
351872 Database Version 3.1
Date Printed: 12/12/2011 WUT Page 2 of 4

Waste Utilization Table
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Pericd
Nitrogen
PA
Nutrient
Regd
(Ibs/A)
Cann
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
1003
gal/A
Tons
1000 gals
tons
Total Applied,
1000
gallons
1,643.25
': ==,'-
Total Produced, 1000 gallons
1,628.74
L.r. -.
Balance, 1000 gallons
-14.51
_ .� ,,,�.
Total Applied, tons
==
0.00
..v::Aa .
Total Produced, tons
0.00
r-:
Balance, tons
mow{ `
0.00
es: 1. i.n the tract column, _ symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
351872 Database Version 3.1
Date Printed: 12/12/2011 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)
3182
1..
Norfolk
0.50
1.0
3182
2..
Norfolk
0.50
1.0
3182
3..
Norfolk
0.50
1.0
3182
4..
Wagram
0.60
1.0
3182
5..
Norfolk
0.50
1.0
3182
6..
Norfolk
0.50
1.0
351872 Database Version 3.1 Date Printed 12/12/2011 [AF Page 1 of 1
•

The following Lagoon Sludge Nitrogen Utilization table
sludge utilization for the indicated accumulation period.
concentrations for each source, the number of animals in
rates shown in the second column.
provides an estimate of the number of acres needed for
These estimates are based on average nitrogen
the facility and the plant available nitrogen application
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
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
22.03
44.05
Hay 6 ton R.Y.E.
300
26.32
11.01
22.03
Soybean 40 bu
160
14.04
20.65
41.30
351872 Database Version 3.1 Date Printed: 12-12-201 1 Sludge Page 1 of 1
66.08
33.04
61.95

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.
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
57
1
2
79
1
3
98
1
4
108
1
5
117
1
6
127
1
7
96
1
8
65
1
9
82
1
10
98
1
11
115
1
12
96
2
1
77
2
2
73
2
3
66
2
4
111
2
5
132
2
6
154
2
7
175
2
8
170
2
9
176
2
10
155
2
11
130
2
12
101
vailable Storage Capacity is calculated as of the end of each month.
351872 Database Version 3.1 Date Printed: 12-12-2011 Capacity Page 1 of 1

Emergency Action Plan (1Pr0 55
This plan will be implemented in the event that wastes from your operations are leaking, overflowing, or
running off the 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 available to all employees at the facility, as accidents, leaks, and breaks can happen at any
time.
1) Stop the release of wastes. Depending on the situation, this may or may not be possible. Suggested
responses to problems are listed below:
a) Lagoon overflow:
• add soil to the berm to increase the elevation of the dam
• pump wastes to fields at an acceptable rate
• stop all additional flow to the lagoon (waterers)
• call a pumping contractor
• make sure no surface water is entering the lagoon
Note: These activities should be started when your lagoon level has exceeded the temporary storage level.
b) Runoff from waste application field:
• immediately stop waste application
• create a temporary diversion or berm to contain the waste on the field
• incorporate waste to reduce further runoff
c) Leaking from the waste distribution system:
• pipes and sprinklers:
CI stop recycle (flushing system) pump
® stop irrigation pump
® close valves to eliminate further discharge
• separate pipes to create an air gap and stop flow
• flush system, houses, solids separators:
© stop recycle (flushing system) pump
® stop irrigation pump
s0 make sure no siphon effect has been created
® separate pipes to create an air gap and stop flow
d) Leakage from base or sidewall of the lagoon. Often these are seepage as opposed to flowing
leaks
• dig a small well or ditch to catch all seepage, put in a submersible pump, and pump back
into the lagoon

• if holes are caused by burrowing animals, trap or remove animals
and fill holes and compact with a clay type soil.
• other holes may be likewise temporarily plugged with clay soil.
Note: For permanent repair measures, lagoon problems require the
consultation of an individual experienced in their design and installation.
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?
3) Contact appropriate agencies.
I I r l
4� r�
a) During normal business hours, call your DWQ regional office: [phone] ; after
hours, emergency number: [phone]. Your phone call should include: your name,
facility, telephone number, the details of the incident, the exact location of the facility,
and the location or direction of movement of the spill, weather and wind conditions, what
corrective measures have been taken, and the seriousness of the situation.
b) • If the spill leaves the property or enters surface waters, call the local EMS:
747-2544 .
c) Instruct EMS to contact the local Health Department: 747-8181
d) Contact CES: 747-5831
local NRCS office: 747-3705
and your integrator:
6I, P '' .�y .? , .7 of • �J ...�,1 �f
4) 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.
5)
a)
b)
c)
Contact contract pumping and/or irrigation equipment companies:
/

6) Contact dirt moving and/or heavy equipment companies;
a) yse-IY At, 7,1-1 791/;.- 5,2 :56
b) ), lid
(/l- 1 31(
c) 127-X CI -) 01- 37
to/ei

''• •
• " •
' • 4
ttk
i.
; v
• •
kftti.tv'' 'Ff, 46
\
1,
•
• , ; 7, 4
WituiVe41,,,, °,4y•
'4. 4 411A-4 c••

1 2 340 000 FEET
I ,
1111M3016111E moizeiry
1.2. 360 000 FEET

SHEET 1 OF
t t ICnTT O FOR CONSTRUCTION \ f WASTE TREATMENT
.�IEC..IF_t..tiy.;OT•T., ._,t.��:,,1RT,�1TIO1T .�F in,AST�, LR..EATNIE.I
FOUNDATION PREPARATION:
The foundation area of the lagoon embankment and building pad shall b€
cleared of trees, logs, stumps, roots, brush, boulders,: c,d and rubbish.
Satisfactory disposition will be made of all debris The topsoil from
t.h.e lagoon and pad area should be .tripped and stockpiled for use on
the dike and pad areas, After stripping, the foundation area of the
lagoon embankment and :building pad shall be thoroughly foes•^- d prior
t.o placing the first lift of fill material t.o get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT:
The completed excavation and eart.hfili shall conform to the lines,
grades, and elevations shown on the plans. Eart.hfill material shall
be free of detrimental amounts of sod, roots, frozen soil, stones over
6 inches in diameter, and other objectionable material. To the extent
they are suitable, excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed 9
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the. hauling and spreading
equipment. or standard tamping roller or other equivalent method,
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible.
NOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the lagoon shall be
installed using the more impervious materials from the required
excavations. Construction of fill heights shall include 10 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of 10 acre-feet or more fall under t-he jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe. of the dike.
Precautions shall be taken during construction to prevent excessive
erosion and 'sedimentation.
LINER: THE MINIMUM REQUIRED THICKNESS SHALL BE 1.6 ft..
NOTE: LINERS (PARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATE OR WHEN AREAS AS DESCRIBED BELOW ARE
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESIGN WHEN LINERS ARE REQU-TIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over
excavated below finish grade t.o the specified depth as mea ul:e=.
perpendicular t.o the finish grade. The foundation shall be 1_ ac i::f illed
as specified to gxade with a 5CS approved material (ie - CL , , C , CH) .
REFER TO THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDrRATT l T S

SHEET 2 OF 2
Sail liner material shall come from an approved borrow area. The
minimum water content of the liner material shall be optimum moisture
content rto thatmoisture co ;: i T e? the soil is kneaded
..�.itent. which relates content when
in the hand it will form a ball which does not readily separate. Water
shall be added to borrow necessary to insure proper moisture content
dl:Ir.ima placement of the liner. The moisture content of the liner
n,7,t , ..L _,p.. um water rlotent `..urin_ placement.
Themaximum ,,. t Y.r.. .. ::nto ti -had'.. _n l wet
for efficient use ,...f hauling_ : u _j ,�.ne.• and proper L. '1c. i .. .. ._ _ :_
mp .rytF '} rry -tr n 1 d •� n t i i T lifts t.s an 1,
compaction �I-�. �_��. the 1 1,:�.: _ ytl•-' -. 1'• :=i:`e: 1'_ I7 ._. �i7 9 ._ _ 1-; i
n � -i I t at ,.� - -theASTM
t 69:i Pry Unit
�'r._�,.l�.ae_ t.et. : o least '.a it percent �.;' � maximum A.. TI�'I ,_: > ! 1• -
Weight of the liner material. When smooth or hard, the previous lift
shall be scarified and. moistened as needed before placement of the next.
lift,.
The single most i.mport.ant factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used d for the
liner, is the efficient• construction processing of the compacted liner.
The sequence of equipment use and the routing of e ' juipment in an estab-
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall be protected from the discharge of waste outlet.
pipes. This can be done by using some type of energy diss ipat.or (rock_s )
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification.
CUTOFF TRENCH:
A cutoff trench shall be constructed under the embankment area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION:
A11 exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should he placed
on areas of the dike and pad to be s.eecled. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out. of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved see din dates.
REMOVAL OF EXTSTIN(7,; TILE DRAINS
When t.ile drains are encountered, the tile will be removed to a minimum
of 10 feet beyond the outside toe of slope of the dike. The t.ile
trench shall be backfilled and compacted with good material such as
SC, CL, or CH.

rr�
SHEET 1 OF 2
OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste t.reat.ment. (permanent storage) and
180 day; of temporary storage. The time rewired for the planned
fluid leve]. (permanent and temporary storage) t.o ]_:e reached may vary
clue to site conditions, weather, flushing operations, and the amount
of fresh water added t.o the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excessti
rainfall a er 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 ve ar. The 25 year rainfa1l will not
be a factor to consider in an annual pumping cycle_., hut. this st.orage
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 he 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 lagc,cn when fluid level
reaches the elevation 44.30 as marked by permanent. marker. Stop pump-
o11t when the fluid �elevel,.reachest_elevation4L. 30 71Thist temporary
storage, less 25 yr- 24 hr storm, contains 87774 cubic feet or
656546 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 ad:i acent• t.o the
lagoon mowed annually. Vegetation should be fertilized as needed
t.o maintain a vigorous st.ancl.
. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from, the lagoon to stable
outlets.
8, Keep a minimum of 25 feet of grass veget_.a.ted buffer around
waste utilization fields adjacent t.o perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet o.f
residence or within 100 feet of a well. Waste shall be applied in a
planner 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.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects Site Specific Practices
Flush gutters • Accumulation of solids
Lagoons and pits • Crusted solids
Liquid Systems
lush system is designed and operated sufficiently
to remove accumulated solids from gutters as
designed
O Remove bridging of accumulated solids at
discharge
1aintain 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 • Decaying vegetation
growth
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
cumulation of decaying wastage
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 1

Insect Control Checklist for Animal Operations
Source Cause BMPs to Control Insects
Feed storage • Accumulations of feed educe 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
wastes and feed wastage
Eliminate low areas that trap moisture along fences
and other locations where waste accumulates and
disturbance by animals is minimal
El 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)
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
El Provide for adequate drainage around manure
stockpiles
El Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
Site Specific Practices
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
O Vegetative or wooded buffers
O Recommended best management practices
O Good judgment and common sense
Site Specific Practices
Animal body
surfaces
• Dirty manure -covered
animals
El Dry floors
Floor surfaces
• Wet manure -covered floors
O Slotted floors
�Waterers located over slotted floors
Imo' reeders at high end of solid floors
O Scrape manure buildup from floors
O Underfloor ventilation for drying
Manure collection
pits
• Urine
• Partial microbial
decomposition
CV -Frequent manure removal by flush, pit recharge,
or scrape
O Underfloor ventilation
Ventilation exhaust
fans
• Volatile gases
• Dust
Q' an maintenance
0 Efficient air movement
Indoor surfaces
• Dust
D" Washdown between groups of animals
O Feed additives
O Fpeder covers
D' Feed delivery downspout extenders to feeder
covers
Flush tanks
Flush alleys
• Agitation of recycled lagoon
liquid while tanks are filling
• Agitation during wastewater
conveyance
O Flush tank covers
O Extend fill lines to near bottom of tanks with
anti -siphon vents
O Underfloor flush with underfloor ventilation
AMOC - November 11, 1996, page 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
O Extend recharge lines to near bottom of pits with
anti -siphon vents
Site Specific Practices
Lift stations
• Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain
collection or junction
boxes
• Agitation during wastewater 0 Box covers
conveyance
End of drainpipes
at lagoon
• Agitation during wastewater 0 Extend discharge point of pipes underneath
conveyance lagoon liquid level
Lagoon surfaces
• Volatile gas emissions
• Biological mixing
• Agitation
Irrigation sprinkler • High pressure agitation
nozzles
• Wind drift
roper lagoon liquid capacity
O Correct lagoon startup procedures
O Minimum surface area -to -volume ratio
17KMinimum agitation when pumping
O Mechanical aeration
O Proven biological additives
frigate on dry days with little or no wind
l�Minimum recommended operating pressure
0.4ump intake near lagoon liquid surface
O Pump from second -stage lagoon
Storage tank or
basin surface
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
O Bottom or midlevel loading
O Tank covers
O Basin surface mats of solids
O 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
O Extend drainpipe outlets underneath liquid level
El Remove settled solids regularly
Site Specific Practices
Manure, slurry, or
sludge spreader
outlets
• Agitation when spreading
• Volatile gas emissions
El Soil injection of slurry/sludges
El 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
O 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
Ei Complete covering of carcasses in burial pits
O Proper location/construction of disposal pits
Incinerators
• Incomplete combustion
€Secondary stack burners
Standing water
around facilities
• Improper drainage
• Microbial decomposition of
organic matter
Prtrade and landscape such that water drains away
from facilities
Manure tracked onto • Poorly maintained access
public roads from roads
farm access
0 I~'arm access road maintenance
AMOC - November 11, 1996, page 3

Additional Information:
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
Available From:
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

Grower: Gay Farms -Odd
Farm: Galloway GB
Area: 35.93 acres
2017
Sampling Overview
Morgan Fertilizer
4419 West Pine St
Farmville, NC 27828
252-753-2063
2016
Master Soil Book
12/07/18 01:48 PM

ROY COOPER
Governor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
Director
George Herbert Bailey
George Bailey Farms (Galloway Farm)
PO Box 10
Walstonburg, NC 27888
Dear George Bailey
NORTH CAROLINA
Environmental Quality
September 5, 2019
Subject: Additional Information Request
Application No. AWS400061
George Bailey Farms (Galloway Farm)
Greene County
The Animal Feeding Operations Program of the Division of Water Resources (Division) has completed a
preliminary review of your renewal permit application package. Additional information is required
before we may continue our review. Please address and submit the following item(s) within 30 (thirty)
days of receipt of this letter:
❑ Mortality Control Checklist with selected method noted. Enclosed is a copy of the Mortality
Control Checklist for your review and submittal. The Mortality Control Checklist can also be
found online at https://www.ncagr.gov/SWC/tech/guidancedocuments.html.
❑ Lagoon/storage pond capacity documentation (design, calculations, etc.)
Please reference the subject application number when providing the requested information. All revised
and/or additional documentation shall be signed, dated and sent to my attention at the address below. The
Information can also be submitted electronically at [e-mail]
Please feel free to contact me at 919-707-3705. if you have any questions regarding this letter,
Sincerely,
Animal Feeding Operations Program
cc: Washington Regional Office, Water Quality Regional Operations Section
AFOGS Section Files — AWS400061
M.wLiiin! M EnMraiwrrAi IWrM
North Carolina Department of Environmental Quality I Division of Water Resources
512 North Salisbury Street 11636 Mail Service Center I Raleigh, North Carolina 27699 1636
919.707.9000

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
El 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
El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
na Rendering at a rendering plant licensed under G.S. 106-168.7.
U Complete incineration according to 02 NCAC 52C .0102.
El El 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.
El a 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).
a n 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.
gnature of Farm Own:: /Manager Date
Signature of Technical Specialist Date

OPERATOR: ,, p T a r f e
1
NOTE: Design Requirement: �3/ Zl4dcu. ft. = cu.yds.
Estimate of Excavation: cu.ft. =gS/8 cu.yds.
Estimate of-- Dike: cu.ft. _ Es' cu.yds.
Z.Z : / Ratio
Job Class ----
C -/z-7
Date
Design By /�_• %''.���.,,.,.
Name
Design Approval
Name
Date
DEC 2 7 1994

o •
75•l0'
1.o
I.l
Luo
f L121
Lan.
ua.
F - lla1
-, rasa U9.
Woolen,
= u7L
`fr.. Vncn .
Gh-
L31
•
L.
.15'35
0
1111 !HALF
1111
MOON
POCOSIN
c
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7
P.

41005-yoc-04.1 lop
Operator:E . _.. _E =7 _L_. _ _ ita_ r 1REi' E
_-1 4 than owner):
Date: 052 q
j 0 feet
nVF,aA``'T' LTVE T..11; T
.300 ._a (farrow to feeder) 522 lbs. _ 155600 ;_}
600 head ( f iri 1 : h_n` only) 1.35 lbs. 81000 Ups
0 SOTS (farrow t,_wean) 433 11)3, _ 0 } b:
0 head (wean to feeder) x 30 lbs. . 0 lbs
Dc on 1 7 other : 0
Total Average Live Weight = 237600 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 237600 lbs, ALW x Treatment. Volume(CF)/lh, ALW
Treatment. Vo l ume (CF) /lb . ALW = 1 CF / lb . ALW
Volume = 237600 cubic feet
3 STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.00 cubic feet
4 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
255.0
200.0
46.0
35.0
1.0
3.0 : 1
SS/END1. SS/END2 SS./SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
3,0 3.0 3.0 3.00 249.0 194.0 10.0
AREA OF TOP
LENGTH * WIDTH =
249.0 194.0
AREA OF BOTTOM
LENGTH * WIDTH ==
189.0 134.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
219.0 164.0
48306 (AREA OF. TOP)
25326 (AREA OE BOTTOM)
143664 (AREA OF MIDSECTION * 4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
48306,0 143664.0 25326.0 1,7
Total Designed Volume Available - 362160 CU, FT,

5. TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
255.0 200.0 51000.0 square feet
Buildings (roof and lot water)
0.0 square feet
TOTAL DA 51000.0 square feet
Design temporary storage period to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Describe this area.
Volume = 237600 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 434016 gals. or 58023.5 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 gallon.
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 = 29750.0 cubic feet.
7.0 inches

5D . Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 29750.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
feet
5B. 0 cubic feet
5C. 29750 =uric feet
5D. 29750 cubic feet
TOTAL 117524 cubic feet.
6 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 > 255.0 feet
Inside top width > 200.0 feet.
Top of dike elevation- > 46.00 feet
Bottom of lagoon elevation- ---- > 35.00 feet
Total required volume- -- > 355124 cu. ft. *
Actual designvolume - _ --- ----, 362160 cu. ft.
y
Seasonal
o �l high r.r"arertable elevation (Ski-rti•_.T)___> 40.20 feet
Stop pumping elev. .
-- > 42,30 feet
Must be > or, = to the SHWT ele v. --- > 40.20 feet
Must be > or = to min. req. treatment el._> 41.00 feet
Required minimum treatment volume > 237600 cu. ft.
Volume at stop pumping elevation > 241186 cu. ft.
Start pumping elev. '---- > 44.30 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 332410 cu. ft,
Volume at start pumping elevation > 328993 cu. ft.
Required volume to be pumped- 87774 r_.,_t, ft., 3,
Actual volume planned to be pumped > 87807 cu. ft.
*
Min. thickness of soil liner when required==> 1.6 feet
7. DESIGNED BY: APPROVED BY:
DATE: DATE:
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:

Operator:GE{URGE BAILEY County: GREENE Date: 05/23/96
Distance to nearest residence (other than owner) , 0.00 feet
1
• AVERAGE LIVE WEIGHT (ALW)
O sows (farrow to finish)
0 sows (farrow to feeder)
O head (finishing only)
54R. sows (farrow to wean)
O head(wean to feeder)
Describe other ,
1417 lbs. = 0 lbs
x 522 lbs. = 0 1bs
x 135 lbs. = 0 lbs
x 433 lbs. = 237284 lbs
30 lbs, = 0 lbs
0
T AverageLive Weight _ 237284 lb.
Total Tvei�.lit
2 NCINTMLT >T REQUIRED TREATMENT VOLUTE OF LAGOON
Volume = 237284 lhs . ALW x Treatment Volume (CF) /lb . ALW
Treatment V lume(GF)/lb. ALW = 1 CF/lb. ALW
Volume = 237284 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0.00 cubic feet
4. TOTAL DESIGNED VOLUME
Inside top length (feet) 255.0
w id tJ (feet) -- 200.0
T
r 46,0
D.r _ ='m of -_ago on elevation (feet,
F , e i_ oard (feet)
._
(inside lagoon)
Total design volume using prismoidal formula
35.0
1.0
3.0 1
SS/END1 SS/END2 SS/SIDE1. SS/SIDE2 LENGTH WIDTH DEPTH
3.0 3.0 3.0 3.00 249.0 194.0 10.0
AREA OF TOP
LENGTH , WIDTH =
249.0 194.0
AREA OF BOTTOM
LENGTH * WIDTH
189.0 134.0
ARL1 0.? m T D EC" ION
LENGTH * ';J1DTH :+
2.19.0 164.00
48306 (AREA OF TOP)
25326 (AREA OF BOTTOM)
143664 (AREA OF MIDSECTION * 4)
pet"'
CU. FT. = {AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM; * DEPTH/6
48306.0 143664.0 25326.0 1,7
Total Designed Volume Available = 362160 CU,
i _ .

5. TEMPORARY STORAGE REQUIRED
DRAINAGE •AREA:
Lagoon (top of dike)
)
Length * Width =
255.0 200 ; 0 51000.0 scfuare. feet
Buildings (roof and lot. water)
0.0 scruare feet
TOTAL DA 51000.0 square feet
Design temporary storage period to b e 180 days.
5A. Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1.37
Describe this area,
Volume = 237284 lbs. ALW/135 lbs. ALW * 1.37 gal/day 180 days
Volume = 433439 gals. or 57946.4 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 OF
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 = 29750.0 cubic feet
7.0 inches

5D. Volume of 25 year ar - 24 hour storm
Volume =
7.0 inches 12 inchei pe- foot * DA
Volume = 29750,0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 57946 cubic. feet
5B . 0 cubic feet
5C, 29750 r_,ubic feet.
5D. 29750 cubic feet
TOTAL 117446 cubic feet
6. 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 > 255.0 feet
Inside top width -- > 200.0 feet
Top of dike elevation-- - > 46.00 feet
Bottom of lagoon elevation-- -- > 35.00 feet
Total required volume-- -- - > 354730 cu. ft.
Actual design volume __ ._ _.> 362160 cu. ft. *
Seasonal high wa tert.able elevation (SHWT) > 40.20 feet.
Stop pumping elev.------ > 42.30 feet
Must be. > or = to the SHWT elev. > 40,20 feet
Must be > or = to min. req. treatment. el.=> 41.00 feet
Required minimum treatment volume > 237284 cu. ft.
Volume at stop pumping elevation-- > 241186 cu. ft.
Start pumping elev. > 44.30 feet *
Must be at bottom of freeboard & 25 yr. rainfall
Actual volume less 25 yr.- 24 hr. rainfall==> 332410 cu. ft.
Volume at start pumping elevation > 328993 cu. ft.
Required volume to be pumped > 87696 cu. ft. *
Actual volume planned to be pumped ----> 87807 cu. ft. -*
Min. thickness of soil liner when required==> 1.6 feet
7 . DES' GNED BY: Gv APPROVED
DATE , G — 9**
BY:
DATE _ i z - 9.‘
fOTs - , BEY .A` T'AO HE_) IAT_ ._ ��' T- TIT 1 ZATI _ L PrAs\,
COMMENTS: