960119_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: 96-0119
2. Facility Name: Craig Farm #3
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 440 Selah Church Rd
City: Goldsboro State:
Telephone Number: 919-689-3644 Ext. E-mail:
5. Facility's Physical Address: 518 Overman Rd
City: Goldsboro State:
6. County where Facility is located: Wayne
7. Farm Manager's Name (if different from Landowner):
g. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"):
10. Operator Name (OIC): Jesse Brian Crail,
Certificate Of Coverage Number:
Debra L Crai_
NC
NC
Jesse Brian Craig;
919-221-4713 Ext.
Prestage Farms Inc
Phone No.:
11. Lessee's Name (if there is not a Lessee, write "None"): 0 © ik e,
12. Indicate animal operation type and number:
Current Permit: Onerations Tvne
Swine Farrow to Wean
Operation Types.
Swine
Cattle
Wean to Finish
Dairy Calf
Wean to Feeder
Dairy Heifer
Farrow to Finish
Milk Cow
Feeder to Finish
Dry Cow
Farrow to Wean
Beef Stocker Calf
Farrow to Feeder
Beef Feeder
Boar/Stud
Beef Broad Cow
Gilts
Other
Other
Allowable Count
2,400
AWS960119
Zip: 27530-9729
Zip: 27530
OIC #: 992564
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep- Other
Turkey Pullet
Wet PoultrF
Non Laying Pullet
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)
1-RC#3
5/29/1994
C
1 7Q
a V0
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed b, 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 143-215.613, 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: , L. _
00
Signature: _ Date:
Name: '�' Title:
Signature: t:._.p - 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: 2019Perm [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

ROY COOPER - REGEI
Governor f�
MICHAEL S. REGAN �;; d.' APR O 4 ZO ig
semmr y
LINDA CULPEPPER NORTH CAROLINA W���� �
Director Environmental Quality e910421 0
Aerations Qeftn
February 27, 2019
Debra L Craig
Craig Farm #3
440 Selah Church Rd
Goldsboro, NC 27530-9729
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://df-,g.nc.gov/about/divisions/Water-rcsource5/water-qualify-regional-o er rations/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 ur continued cove a under the State Non -Discharge General Permits_ you must submit an apnlication for
permit covers a to the Division. Enclosed you will find a 'Re uest f r Certificate of Cover a Facilit Currentl Covered by an
E iri a State Non -Discharge General Permit." The application form must be completed. sinned and returned by April 3, 2019,
Please note that ou must include one Ill copy of the Certified Animal Waste Management Plan (CAWMP) with the
completed and si ned anplication 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.
Sincerely,
Jon Risgaard, Section Chief
Animal Feeding Operations and Groundwater Section
Enclosures
cc (w/o enclosures): Washington Regional Office, Water Quality Regional Operations Section
Wayne County Soil and Water Conservation District
AFOG Section Central Files - AWS960119
PrestaMe Farms Inc
IOrth Caroir,s Department of Envronmental Quelit%; I Dimsio:n of Water Resources
512 N. Sarrsbuq St I MG M&' Service Centex I Rabio, North Carolina 27699-1636
919.707.9DD0

Steven W. Troxler North Carolina Department of Agriculture
Commissioner and Consumer Services
Veterinary Division
DEBBIE CRAIG
CRAIG FARM #3
440 SELAH CHURCH ROAD
GOLDSBORO, NC 27530
April 1, 2019
Dear DEBBIE CRAIG:
R. Douglas Meckes, DVM
State Veterinarian
REC t . I FAIR
APR 15 2019
WaterQuality
Regiona9OoW8VM
We are sending you two copies of a modified version of your original composter permit approval letter. This
modified approval letter includes a newly issued permit number that is replacing your National and State
Identification Numbers. You may keep a copy for your files, and forward the other copy to NCDEQ, as
required with their new permit renewal application. If you have already forwarded the original letter to
NCDEQ, please forward this copy to use in its place.
Sincerely,
Michael J. Neault, DVM
Director of Animal Health Programs/Livestock

Steven W. Troxler North Carolina Department of Agriculture David T. Marshall, DVM
Commissioner and Consumer Services State Veterinarian
Veterinary Division
Ms. Debra Craig
Holly Grove Farms
440 Selah Church Road
Goldsboro, NC 27530
919-689-2105 (H)
919-273-2104 (C)
Dear Ms. Craig:
June 18, 2013
Farm 911 Address:
Craig #3
539 Overman Road
Goldsboro, NC 27530
Wayne County
Composter Permit # 13 - 6004
RI Ci_. i ' _ F AM
APR 15 2019
waterauelity
Regional Opemfta Section
Pursuant to NCAC 52C.0102, your request to compost swine mortality on your premises at 539 Overman
Road, Goldsboro, NC, in Wayne County is approved. Approval is granted under the following conditions
and stipulations:
1. All North Carolina solid waste, air, water quality, and other applicable regulations must be met in
siting and operation of the system
2. Only poultry or swine are to be processed in this facility; NO bovine, caprine, ovine or cervid
species shall be processed
3. Mortality to be processed shall originate only from the identified premises and the finished
product is used solely on agricultural operations owned, operated, or leased, by the permitee
4. The final product of the process must be stored, treated and utilized in accordance with all federal,
state, and local laws, regulations, and permit requirements; the final product shall not be sold
5. Temperatures shall be within NRCS guidelines to reach a minimum of 131 degrees F within 5
days of filling the unit and remain at least at 131 degrees F for a minimum of 5 consecutive days
to maintain the composting process and reduce pathogen load
6. Dead animals are not to be removed from composting until all flesh, internal organs, and other soft
tissue are fully decomposed
7. The proposed facility shall have the following minimum setback requirements*:
• 100-foot buffer between all property lines and compost areas
• 100-foot buffer between all wells and compost areas, except for monitoring wells
• 50-foot buffer between perennial streams/rivers and compost areas
8. A copy of the permit, plans, and operational reports shall be maintained on site and be available
upon request by NCDA&CS, Veterinary Division personnel
9. The facility and operational records shall be available for annual inspection be Veterinary Division
personnel and shall be sent to the Veterinary Division upon request
10. Operational reports shall include temperature monitoring during initial facility start-up and follow-
up records that contain either 10 days/month or annual laboratory results of pathogen load testing
1030 Mail Service Center, Raleigh, North Carolina 27699-1030 • [phone]
An Equal Opportunity Affirmative Action Employer

11. An application for a permit modification shall be required for changes in facility ownership, an
increase in facility capacity, or any other changes from the stipulations of this permit
12. The Veterinary Division must be immediately notified of any complicating issues involving
animal disease or environmental concerns
13. The State Veterinarian reserves the right to cancel this permit if a specific concern for controlling
animal disease arises, or if any of the aforementioned conditions are not met.
This document shall in no circumstances be interpreted as an endorsement of any specific manufacturer or
type of mortality management system by the State Veterinarian and the Office of the State Veterinarian
does not approve or disapprove the technical or performance standards for specific makes or designs of
equipment.
*Additional requirements and regulations will apply from DENR, Division of Solid Waste Management if
application for off -farm disposition of composted material is requested (see G.S. 130A-309.29 and 15A
NCAC 13B, Section .1400
Sincerely,
Dr. Tom Ray, DVM, MPH
Director of Animal Health Programs/Livestock
cc: Dr. David Marshall, State Veterinarian
Dr. Sarah Mason, Director, AHP — Poultry
Dr. Betty Herring, Veterinary Medical Officer
Patty Gabriel, NRCS

Nutrient. Management Plan For
This plan has been prepared for:
Craig #3
Debra Craig
539 Overman Rd
Goldsboro, NC 27530
9196892105
Type of Plan:
Animal waste Utilization
03-07-2014
This plan has been developed by:
Ashley Smith
NRCS/Wayne SWCD
208 West Chestnut St.
Goldsboro, NC 27530
919-734-5281 Ext. 3
Developer -d attire
Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (1e) understand and agree to the spec cations and the o
Procedures established in this nutrient management plan which includes
waste utilization plan for the farm named above perm _� and maintenance
Required Specifications concerning animal waste management an animal
this plan, • I have read and understand the
g t that are included with
0-,
Signature (owner)
Date
Signature (manager or producer) 2 l
This plan meets the minimum standards ands Date
Agriculture - Natural Resources Conservation Service
r t of the U.S. Department of
adopted by the Soil and Water Conservation commission.he standard of practices
Plan Approved By: �Z
Technical SpeciaWs ,>
Date
APR216383 " ?�tt
--------------D------------ - - -- - _
Database Version 4.1 .
Date Printed: 03-07-2014 -----
Cover Page 1
15

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
i
S9
Swine Farrowing-Weanling Lagoon Liquid waste generated 7,687,200 gals/year by a
2,400 animal Swine Farrowing-Weanling Lagoon Liquid operation. This production
facility has waste storage capacities of a roximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
9238V
Incorporated
11085 -
Injected
11085
Irrigated
9238
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
9,238
12126
-2,888
10,284,505
-2,597,305
-;D06
7�g7. 1�
�o
-- a-s----------------------- -- - - ----------------- ------------------- ------------------------------------------------------
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.
216383 Database Version 4:1 Date Printed: 03-07-2014 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 (LD
Soil Series
Crop Sequence
RYE
7761
PI F1
9.44
1.91
N/A
Kenansville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
M Tons
7761
P2 F1
9.44
2.14
N/A
Kenansville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
7761
P3 Fl
9.44
2.42
N/A
Kenansville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
. 5.5 Tons
1672
P 4 F7
15.80
3.09
N/A
Troup
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
1672
P 5 F7
15.80
2.78
N/A
Twup
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
1672
P 6 F7
15.80
2.51
N/A
Troup
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
1672
P 7 F7
15.80
1.87
N/A
Troup
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
1672
PS F7
15.80
1.82
N/A
Troup
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
1672
P 9 F3&4
7.06
2.13
N/A
Troup
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
1672
P10 F3&4
7.061
1.87
N/A
Troup
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
1672
P11 Fl
8.24
5.58
N/A
Troup
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
1672
P 12 F20
2.181
1.24
N/A
Troup
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
1672
P13 F18.
18.13
4.18
N/A
Troup .
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
1672
P14 F18
18.131
3.56
N/A
Troup
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
1672
P15 F18
18.13
3.19
N/A
Troup
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
4.5 Tons
1672
P16 F18 1
18.131
2.77
N/A
Troup
Small Grain Overseed
1.0 Tons
216383 Database Version 4.1 Date Printed 3/7/2014
NOTE: Symbol * means user entered data.
PCs Page 1 of 2

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields 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
Year 1
Tract
Field
Source
ID Soil Series
Total
Acres
Use.
Acres Crop
RYE
Applic.
Period
NoTogen Ccmm
PA Fert.
Nutrient Nutrient
Rqd Applied
Obs/A)NN
NN
Res.
Obs/A)
Applic.
Metlnd
Manure
PA
Nutrient
Applied
(lbs/A)
N
Liquid I Solid
ManureA Manure
pplied Applied
(acre) (acre)
1000
gal/A Tons
Liquid I
Manure
Applied
(Field)
1000 gals
Solid
Manure
Applied
(Field)
tons
7761
7761
7761
7761
7761
r7761
1672
1672
1672
1672
L1672
P1 FI
PI Fl
P2 Fl
P2 F1
P3 FI
P3 F1
P 4 F7
P 4 F7
P 5 F7
P 5 F7
P 6 F7
P 6 F7
P 7 F7
P 7 F7
P 8 .F7
P 8 F7
S9
S9
S9
S9
S9
S9
S9
S9
S9
S9
S9
S9
S9
S9
S9
S9 I
Kenansville
Kenansville
enansville
enansville
Kenansville
Kenansville
Troup
roup
roue
Troup
Troup
Troup
roup
Troup
Troup
Froup
9.44
9.44
9.44
9.44
9.44
9.44
15.80
15.80
15.80
15.80
15.80
15.80
15.80
15.80 .
15.80
15.80
1.91 Small Grain Overseed
1.91 Hybrid Bermudagrass Hay
2.14 Small Grain Overseed
2.14 Hybrid Bermudagrass Hay
2.42 Small Grain Overseed
2.42 Hybrid Bermudagrass Hay
3.09 Small Grain Overseed
3.09 Hybrid Bermudagrass Hay
2.78 Small Grain Overseed
2.78 Hybrid Bermudagrass Hay
2.51 Small Grain Overseed
2.51 Hybrid Bermudagrass Hay
1.87 Small Grain Overseed
1.87 Hybrid Bermudagrass Hay
1.82 Small Grain Overseed
1.82 Hybrid Bermudagrass Hay
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
5.5 Tons
1.0 Tons
4.5 Tons
1.0 Tons
14.5 Tons
1.0 Tons
4.5 Tons
1.0 Tons
4.5 Tons
1.0 Tons
4.5 Tons
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
10/1-3/31
3/1-9/30
50to
2690
50
269
50
269
50
225
50
225
50
225
50
225
50
225
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Irrig.
g,
brig.
Irri g,
Irrig.
Irrig.
brig.
brig.
Irrig.
g
g..
Irrig.
Irrig. g
brig.
Irrig.
g
Irrig.
g. Irri
brig.
50
269
50
269
50
269
50
225
50
225
50
225
50
225
50
225
41.61AOO
223.85
41.6.1
S.
223.85
41.61
223.85
41.61
187.24
83;22
187.24
41.61
187.24
41.61
187.24
41.61
187.24
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
79.47
427.56
89.04
479.05
100.69
541.73
128.57
578.57
231.34
520.52
104.44
469.97
77.81
350.14
75.73
340.77
0.00
•0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
0.00
6.00
0.00
0.00
0.00
0.00
0.00
216383
Database Version 4.1
Date Printed: 3/7/2014
WUT
Page 1
of 2

Waste Utilization Table
Source
Total
Use.
Year 1
Applic.
Nitrogen Comm
PA Fert.
Nutrient Nutrient
Regdd Applied
abs/A) Obs/A)
Res.
(lbs/A)
Applic.
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid Solid
ManumA Manure
pplied Applied
(acre) (acre)
IODD
Liquid
Manure
Applied
. (Field)
Solid
Manure
Applied
(Field)
Tract
Field
ID
Soil Series
Acres
Acres Crop
RYE
Period
N
N
N
Method
N
gal/A Tons
1000 gals
tons
1672
P 9 F3&4
S9
Troup
7.06
2.13 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
'41.61 0.00
88.63
0.00
1672
P 9 F3&4
S9
Troup
7.06
2.13 Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
225
0
0
Irrig.
225
187.24 0.00
398.82
0.00
1672
10 F3&4
S9
Croup
7.06
1.87 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
83.22 0.00
155.62
0.00
1672
P10 F3&4
S9
roup
7.06
1.87 Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
225
0
0
Irrig.
225
187.24 0.00
350.14
0.00
1672
Pl1 Fl
S9
Troup
8.24
5.58 Small Grain Overseed
1,0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.61 0.00
232.18
0.00
1672
PH F1
S9
Troup
8.24
5.581 Hybrid Bermudagram Hay
4.5 Tons
3/1-9/30
225
0
0
Irrig.
225
187.24 0.00
1,044.79
0.00
1672
P12 F20
IS9
Troup
2.18
1.241 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.61 0.00
51.59
0.00
1672
P12 F20
S9
Froup
2.18
1.24 Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
225
0
0
Irrig.
225
187.24 0.00
232.18
0.00
1672
P13 F18
S9
Troup
18.13
4.18 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.61 0.00
173.92
0.00
1672
P13 F18
S9
Troup
18.13
4.18 Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/3.0
225
0
0
Irrig. 1
225
187.24 0.001
782.66
0.00
1672
P14 F18
S9
Troup
18.13
3.56 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
41.61 0.00
148.13
0.00
1672
P14 F18
S9
roup
18.13
3.56 Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
225
0
0
Irrig.
225
187.24 0.00
666.57
0.00
1672
P15 F18
S9
Troup
18.13
3.19 Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Inig.
50
41.61 0.00
132.73
0.00
1672
P15 F18
S9
Troup
18.13
3.19 Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
225
0
0
Irrig.
225
187:24 0.00
597.29
0.00
1672
P16 F18
S9
Troup
18.13
2.77 Small Grain Overseed
1.0 Tons
10/1-3/31
50
FO
0
brig.
50
41.61 0.00
115.26
0.00
1672
P16 F18
S9
Troup
18.13
2.77 Hybrid Bermudagrass Hay
4.5 Tons
3/1-9/30
225 1
0 1
0
Irrig.
225
187.24 0.00
518.65
0.00
Total Applied, 1000 gallons
10,284.51
Total Produced, 1000 gallons
7,687.20
Balance, 1000 gallons
-2,597.31
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1.
In.the tract column, - symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
216383 Database Version 4.1 Date Printed: 3/7/2014 WUT Page 2 of 2

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
(inchesfliour)
Application Amount
(inches)
7761
PI F1
Kenansville
0.60
1.0
7761
P2 F1
Kenansville
0.60
1.0
7761
P3 F1
Kenansville
0.60
1.0
1672
P 4 F7
Troup
0.75
1.0
P 5 F7
Troup
0.75
1.0
ff1672
P 6 F7
Troup
0.75
1.0
P 7 F7
Troup
0.75
1.0
1672
P 8 F7
Troup
0.75
1.0
1672
P 9 F3&4
Troup
0.75
1.0
1672,
P10 F3&4
Troup
0.75
1.0
1672
PH F1
Troup
0.75
1.0
1672
P 12 F20
Troup
0.75
1.0
1672
P 13 F 18
Troup
0.75
1.0
1672
P14 F18 iTroup
0.75
1.0
1672
P 15 F 18
Troup
0.75
1.0
1672
P 16 F 18
Troup
0.75
1.0
216383 Database Version 4.1 Date Printed 3n12014 1AF 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 betaken 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
Maximum
Maximum Sludge
Crop
PA-N Rate
Application Rate
Minimum Acres Minimum Acres
Minimum Acres
lb/ac
1000 gal/ac
5 Years Accumulation 10 Years Accumulation
15 Years Accumulation
Swine Farrowing-Weanling Lagoon Sludge - Standard
Corn 120 bu
150
14.69
63.721 127.45
191.17
Hay 6 ton R.Y.E.
300
29.38
31.86 63.72
95.58
Soybean 40 bu
160
15.67
59.74 119.48
170.22
------------------------------------------------------------------------------------------------------------------------------ — -----------------
216383 Database Version 4.1 Date Printed: 03-07-2014 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate ofthe 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 Storage Capacity is calculated as of the end of each month.
------------------------------------------------------------------------------------------ —------ —------------
216383 Database Version 4.1 Date Printed: 03-07-2014 Capacity Page 1 of 1

Required Specifications For Animal Waste ManaLrement
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 adequateJand 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).
--------------------------------------------------------------------------------------- -----------------------------------------------------------------
216383 Database Version 4.1 Date Printed: 3/7/2014 Specification Page 1

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.
--------------------------------------------------------------------------------- -------------------
216383 Database Version 4.1 Date Printed: 3n12014 Specification Page 3

DESIGNED,
DAM
DRAWNIATEiQELL9
TECHNICAL SPECIALIST. ..
:
DAM

Crop Notes
The following crop note applies to field(s): Pl F1, P2 F1, P3 F1
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced F to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): P 4 F7, P 5 F7, P 6 F7, P 7 F7, P 8 F7, P 9 F3&4, P10
F3&4, PI I Fl, P12 F20, P13 FI8, P14 F18
Bermudagrass Coastal Plain, Mineral Soil, Well Drained to Excessively Drained
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Sulfur will be needed on
deep sands with high leaching. Apply 60 to 100 lb/ac N in the establishment year in split applications in
April and July. For established stands apply 180 to 2401b/ac N annually in split applications, usually in
April and following the first and second hay cuts. For better soils the N rate can be increased to 300
lb/ac. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and
Utilization of Pastures and Forages in North Carolina for more information or consult your regional
agronomist or extension agent for assistance.
------------------------------------------------------------------ ------------------------------------
216383 Database Version 4.1 Date Printed: 03-07-2014 Crop Note Page 1 of 2

PLAT
LIM,

lVL.Li1VEil VCIulUl1: 1.7Z5
PLAT Results For: Wayne 5/13/2014
5:02:13 PM
Calendar Year:
County:
:Producer Identifier:
Tract Number:
]Meld Number:
Soil Series:
Crop:
Fertilizers:
`3oil Loss:
Receiving Slope Distance
Soil Test 0" - 4
WV Factor (DATABASE)
=ydrologic Condition:
='ARTICULATE P = 0
SOLUBLE P = 1
LEACHATE P = 0
SOURCE P = 1
TOTAL P RATING = 2 (LOW)
INPUTS
2014
Wayne
Craig #3
7761+
P1,2,3 +f
Ke: Kenansville loamy sand
Hybrid Bermudagrass (Hay) ;
Swine -Lagoon liquid
Yearly Applied Amount:
Lb P205:
Application Method:
0.34 t/ac/yr
300+ ft
112
1.4
GOOD
OUTPUTS
8.24 ac in
24.4 lb
All other surface application:

NCANAT Version: 1.98
FLAT Results For:. Wayne 5/13/2014
5:00:00 PM
.alendar Year:
County :
)roducer Identifier:
Tract Number:
Field'Number:
Soil Series:
Crop:
Fertilizers:
Soil Loss:
Receiving Slope Distance
Soil Test 0" - 4"
WV -Factor (DATABASE)
Hydrologic Condition:
'ARTICULATE .P = 0
=OLUBLE.P = 0
LIEACHATE P = 0
SOURCE P = 1
TOTAL P RATING = 1 (LOW)
INPUTS
2014
Wayne
Craig #3
1672
P4,5;6,7,8' 1'
Tr: Troup sand
Hybrid Bermudagrass (Hay)
Swine -Lagoon liquid
Yearly Applied Amount:
Lb P205:
Application Method:
0.7 t/ac/yr
300+ ft
67
1.4
GOOD
OUTPUTS
6.9 ad in
24.4 lb
All other surface applications

NCANAT Version: 1.98
PLAT Results For: Wayne 5/13/2014
4:59:23 PM
Calendar Year:
County:
]Producer Identifier:
Tract Number:
Field Number:
Soil Series:
Crop:
Fertilizers;
Soil Loss:
Receiving Slope Distance
Soil Test 011 - 411
WV Factor (DATABASE)
Hydrologic Condition:
PARTICULATE P = 0
SOLUBLE P = 1
jEACHATE P = 0
SOURCE P = 1
TOTAL P RATING = 2 (LOW)
INPUTS
2014
Wayne
Craig #3
1672
P9 & P10
Tr: Troup sand
Hybrid Bermudagrass (Hay)
Swine -Lagoon liquid
Yearly Applied Amount:
Lb P2O5:
Application Method:
0.7 t/ac/yr
300+ ft
95
1.4
GOOD
OUTPUTS
6,9 ac in
24.4 lb
All other surface applications

NCANAT Version: 1.98
>LAT Results For: Wayne 5/13/2014 4:58:10 PM
Calendar Year:
County:
Producer Identifier
Tract Number:
Field Number:
Soil Series:
Crop:
Fertilizers:
Soil Loss•
Receiving Slope Distance
Soil Test.0" - 4"
WV Factor (DATABASE)
Hydrologic Condition:
PARTICULATE P =
SOLUBLE P =
LEACHATE P
SOURCE P =
INPUTS
2014
Wayne
Craig #3
1672 f
P11 I"
Tr: Troup sand
Hybrid Bermudagrass (Hay)
Swine -Lagoon liquid
Yearly Applied Amount:
Lb P2O5:
Application Method:
0.7 t/ac/yr
300+ ft
114
1.4
GOOD
OUTPUTS
0
1
0
1
TOTAL P RATING = 2 (LOW)
6.9 ac in
24.4 lb
All other surface applications

1vCANAT Version: 1.98
?LAT Results For: Wayne 5/13/2014
5:01:00 PM
Calendar Year:
County:
Producer Identifier:
Tract Number:
Field Number:
Soil Series:
Crop:
Fertilizers:
Soil Loss
Receiving Slope Distance
Soil Test 01, - 411
WV Factor (DATABASE)
Hydrologic Condition:
PARTICULATE P = 0
SOLUBLE P = 1
LEACHATE P = 0
SOURCE P = 1
TOTAL P RATING = 2 (LOW)
INPUTS
2014
Wayne
Craig ##3
1672�
P12
Tr: Troup sand
Hybrid Bermudagrass (Hay)
Swine -Lagoon liquid
Yearly Applied Amount:
Lb P2O5:
Application Method:
0.7 t/ac/yr
300+ ft
110
1.4
GOOD
OUTPUTS
6.9 ac in
24.4 lb
All other surface applications

NCANAT Version: 1.98
??LAT Results For: Wayne 5/13/2014 5:00:47 PM
Calendar Year:
County:
Producer Identifier:
Tract Number:
Field Number:
Soil Series:
Crop:
Fertilizers:
Soil Loss:
Receiving Slope Distance
Soil Test 0" - 4"
WV Factor (DATABASE)
Hydrologic Condition:
PARTICULATE P = 0
SOLUBLE P = 1
LEACHATE P = 0
SOURCE P = 1
TOTAL P RATING = 2 (LOW)
INPUTS
2014
Wayne
Craig #3
1672
P13,14,15;16
Tr: Troup sand
Hybrid Bermudagrass (Hay)
Swine -Lagoon liquid
Yearly Applied Amount:
Lb P205:
Application Method:
0.7 t/ac/yr
300+ ft
115
1.4
GOOD
OUTPUTS
6.9 ac in
24.4 lb
All other surface applications

AMENDMENT TO WUP
Narrative
Debra Craig is installing a Forced Air Composter Composter for Mortality Management at her
Swine operation. The number of Swine at this operation is 2,400 Farrow to Wean. Based on
composted Swine mortality from Swine — Farrow to Wean farms, approximately 115 tons per
year (wet basis) will be produced. Based on 25 pounds of PAN per ton there would be
approximately 2,872 Lbs of PAN expected from the composter to be broadcast.
The operation has a surplus of land to apply nutrients on. This compost will be analyzed and
land applied at agronomic rates. The 2,872 pounds of PAN produced by this composter will be
recorded on the Dry Litter Application Field Record forms. The amount of N applied from this
composter will be deducted from the total N Budgeted for the area where it is applied.
The waste utilization plan dated 3n114 has a PAN deficient of 2,888 Lbs.
It there are any questions concerning this plan, please contact NRCS or Wayne Soil & Water
Conservation District at 919-734-5281, Extension.3.
Tech al Specialist
Date
Date

Forced Air - Swine
Name:
Bin size
2
3
4
5
6
7
Debra Craig
Number of swine: 2,400
Date: 1/16/2014
Type of Swine; Farrow to Wean
width
length
height
cu. Ft.
# bins
total cu ft/2
9.5
12
6
684
7
2,394.00
cu ft
reduction
cu ft
2,394.00
x .80
1,915.20
cu ft
recycle
cu ft
1,915.20
50%
957.60
cu ft
X Ibs per cu ft
Ibs
957.60
40
38,304.00
Ibs
divided
total tons
38,304.00
2,000
19.152
times per year
days/year 365 6
days of storage 60
total tons
times per year
yearly total/tons
19.152
6
114.912
yearly total/tons
PAN/ton
application method
I Ibs /total
1=1491114.912
25
broadcast
2,872.80
Worksheet completed by: AS
updated 06/23/2011

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 adequateland 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).
----------------------- -------------------------------------------------------------------------------------------------------------------------------------------
216383 Database Version 4.1 Date Printed: 3n12014 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.
---------------------------------------------------------------------------------------------------------------------------------------------------------
216383 Database Version 4.1 Date Printed: 3/7/2014 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have -been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied. on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be -
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
trees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A.regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption,'it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to.mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
------------------------------------------------------------------------------------------------------------------------------------------------------------
216383 Database Version 4.1 Date Printed: 3n12014 Specification Paize 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
--------------------------------------------------------------------------------------------------------------------------------------------------------------
216383 Database Version 4.1 Date Printed: 3n12014 Specification Page 4

Crop Notes
The following crop note applies to field(s): P1 F1, P2 F1, P3 F1
Bennudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3" deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing . conditions. Tifton.44 spreads slowly; so use at least 40 bu/ac in 1.5' to 2' rows spaced I to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
Potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split. applications in April and July. For established stands apply 180 to. 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): P 4 F7, P 5 F7, P 6 F7, P 7 F7, P 8 F7, P 9 F3&4, P10
F3&4, PI Fl, P12 F20, P13 F18, P14 F18
Bermudagrass Coastal Plain, Mineral Soil, Well Drained to Excessively Drained
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30'bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced I to '1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Sulfur will be needed on
deep sands with high leaching. Apply 60 to 100 lb/ac N in the establishment year in split applications in
April and July. For established stands apply 180 to 240 lb/ac N annually in split applications, usually in
April and following the first and second hay cuts. For better soils the N rate can be increased to 300
lb/ac. Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and
Utilization of Pastures and Forages in North Carolina for more information or consult your regional
agronomist or extension agent for assistance.
-----------------
---------------------- ---- -- _ _ _ _ --------------------- _ __________ ---------- -- -- --------------------------- -- - - - --
216383 Database Version 4.1 Date Printed: 03-07-2014
Crop Note Page 1 of 2

The following crop note applies to field(s): P 1 F 1, P2 F 1, P3 F 1
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus an&potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): P 4 F7, P 5 ,
PIO
F3&4, Pl l F1, P12 F20, P13 F1�
8, P14F18
Small Grain: Coastal Plain, Mineral Soil, highly leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 301bs/acre N at planting. Phosphorus recommended by a soil test report can also be applied at this
time. The recommended rate of potash should be split with 1/2 applied at planting and the other 1/2
applied when the N is topdressed in the Spring. The remainingNp should be applied during the months of
type.
February -March. The total N needed is dependent on the soil e. Apply sulfur at the rate of 5 lbs/acre at
planting and another 20 lbs/acre with the topdress N. Plant samples can be analyzed during the growing
season to monitor the nutrient status of the oats, barley and rye. Timely management of diseases, insects
and weeds are essential for profitable oat, barley and rye production.
-
- ------------------------------------------------------------------
--- -- --- - -------------
-----
216383 Database Version 4.1 Date Printed: 03-07-2014 Crop Note Page 2 o

Wayne County FS►4
Farm 12835 Tract 1672
P300600 c r
Wetland Determination Identifiers Dadaim er. Welland Identifiers do not represent the size, shape,
Restricted Use or 3pecHicdetermination orthe area. Refer to your original
q
determination (C P &026 Ono attached m ops ) for exact +4epand AC re3 C rap L Um tetl pr. fen8 boandariesand determinations, orcontactMRCS.
Exam Iroron COPOer'r�t+aflCirri pliMCe DreVi3ien2
1 8.24 N
3 3.83 N
t � ` 4 3.23 N
7 15.80 N
18 18 -13
20 2.18
�r
s
Z+
Total Cropland Acres
tizk# 4n1y . r4 w

to
Wetland Determination Identifiers Disda3merWetlendidentitiersdonotreprasentnesiZe,Shape,
Restricted Use or specific determination ofthe area. Rater to youroriginal
determination (CPA-026 and attached mops)tor exact ncGond
17 Lim led Restrictions boundaries and determinattons, orcontacl NRCS.
71
Acresi Crop PiELERPI
9.44 N
Total Cropland Acres
9A

Craig #3 WUPtwo
Tracts 1672 & 7161WWI
a;;
i- Z� •N
sue'
K'.

,00t,=.T 13-lV3S
sw�JVA No-lAvi

EMERGENCY ACTION PLAN
PHONE NUMBERS �y
Division of. Water Resources (DWR) qlq
Emergency Management System (EMS)
Soil and Water Conservation District (SWCD) 1 S --
Natural Resources Conservation Service (MRCS) C l Q
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.
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:
�(o:�eqgkfter 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: ` 1
L13 Instruct EMS to contact local Health Department.
C. Contact the following for advice/technical assistance:
1) Cooperative Extension, phone number: 1a _31 ris-®
2 November 23, 2016

2) local SWCD office, phone numbet: — " 3 1
3) local NRCS office, phone number: a i Q — �3 q— SoiZI
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: _Liken - - dr"\Cq ;y
b. Contractors Address:
c. Contractors Phone: q 1 q 7-36 - 23��.
6. Contact the technical specialist who certified the lagoon (MRCS, Consulting Engineer,
etc.)
a. Name:
b. Phone:
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 Checklistlor,Animal..Operations
'Source Cause BMPs to Control. Insects Site Specific, Practices .
I;i uM $:: tems
Flush gutters Accumulation of solids Flush systemis designed and operated sufficiently
to remove accumulated solids from gutters as
designed
J� Remove bridging of accumulated°solids at
' \ discharge,
Lagoons and pits Crusted solids 1VIaintainlagoons•,.settling basins and�pits where
pest breed' ing is..apparent Io 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 Maintain vegetative control along banks of
growth lagoons and other i npo indments to prevent
accumulation of decaying vegetative matter. along
watdr.%, edge 'on :impoundment's perimeter..
DrV Svstems
Feeders ? Feed spillage
11
AMIC - November 11, 1996. page 1

'Insect Control Checklist'for Animal Operations.
Source Cause BMPs to Control .Insects Site Specific Practices
Feed storage • Accumulations of feed
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',,cavered. bin for
brewer's grain and similar high moisture grain
products)
O Inspect for .and remove or break. up accumulated
- solids -in filters s around feed storage as needed
Animal holding areas Accumulations of animal.. ,.0 'Eliminate.low:areas that trap:moisture along fences
wastes and feed wastage and other locations -where waste accumulates and
disturbance. by animals is minimal,
Maintain fence rows and filter, strips around .animal
holding areas to minimize accumulations of wastes
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 .
O Provide foradequate drainage around manure
stockpiles.
O . Inspect --for and remove. or break up accumulated
wastes in filter strips around stockpiles and manure
areas as
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 1lVaste Management _Odor Control. Checklist
Source Cause: BMPs toy Minimize Odor Site Specific Practices
Farmstead Swine production: X Vegetative or wooded buffers
}' Recommended -best management practices .
Good judgment and:co moon sense
Animal body • Dirty manure -covered Dry floors,
surfaces animals
Floor surfaces • Wet manure -covered floors M Slotted floors .
0 :Waterers'located over; slotted floors
Feeders at high end :of solid floors
Scrape: buildup from,.floors
O :Underfloor ventilation for drying
Manure collection Urine Frequent manure removal .by flush; pit recharge,.
pits partial microbial or scrape .
decomposition 0Underfloor ventilation
.Ventilation exhaust Volatile gases. Fan maintenance.
fans
Dust
Efficient au movement: '.
Indoor surfaces
Dust
Washdown be.tween,groups of animals
0
-Feed additives
O
Feeder covers
0
Feed: deliver . downspout extenders to feeder
covers : .. :.: ; „ .
Flush tanks
Agitation of recycled lagoon
0
Flushtank covers
liquid while tanks.
anks are filling .
0
Extend fill lines to near bottom of tanks .with...,
anti -siphon vents
Flush alleys
Agitation during wastewater
D.
Underfloor -flush with underfloor ventilation
conveyance
AMOC - November. 11, 1996, page 1

Swine Farm Waste: -Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Pit recharge points Agitation of recycled lagoon 0 -Extend recharge lines to near bottom of pits with
liquid while pits are filling anti,siphonvents
Lift stations Agitation during sump tank 0 Sump tank covers.
filling and drawdown
Outside drain Agitation during wastewater C3. Box covers
collection or junction conveyance
boxes
End of drainpipes
Agitation .during wastewater
O
Extend; discharge point of pipes underneath
at lagoon
conveyance
lagoon liquid level
Lagoon surfaces
Volatile gas emissions
Proper lagoon liquid capacity .
• Biological mixing:.
J.
Correct Jagoon startup procedures.
• Agitation
.0
Minimum- surface area -to -volume ratio
0
Minimum agitation when pumping
0
Mechanicalaeration
Irrigation sprinkler • High pressure agitation.
nozzles . Wind drift
Storage tank or Partial microbial
basin surface decomposition
• Mixing while.flling
• Agitation when emptying.
O Proven biological additives
irrigate on dry days with little or no wind
Minimum recommended operating pressure
O Pump intake near lagoon liquid surface
O Pump from -second -stage lagoon
0 Bottom or midlevel -loading
0 'Tank covers
0 Basin'surface mats of solids
0 Proven biological -additives or -oxidants
AMOC - November 11,1996, page 2

Settling basin surface
.Swine Farm Waste Management Odor Cont
roI Checklist
Partial: microbial
decomposition
Mixing while filling
Agitation when emptying
Manure, slurry, or: •. Agitation when spreading
sludge spreader ' Volatile gas emissions
outlets:
Uncovered: manure, Volatile gasemissions while
sl or slud
0 Extend drainpipe. outlets underneath liquid level
0 Remove settle tolids regularly:'
u .aUu in]ecuon or slurry/sludges
Cl' Wash residual manure from spreader, after use.
O Proven biological additives or oxidants
0 Soil.inleciion of slurry/sludges
fieldsurfaces ge on
field
drying
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
0
Complete covering of carcasses in burial pits
pits
O
Proper location/construction of disposal pits
Incinerators
Incomplete combustion
O
Secondary stack burners
Standing water 0
Improper drainage
Grade and landscape such that water drains away
around facilities .
Microbial decomposition of
fi'om facilities
organic matter
Manure tracked onto
'
Poorly maintained access
Farm access road maintenance
public roads from =
roads
farm access
AMOC - November 11, 1996; page 3

Swine Manure: Management; .0200 RuleBMP 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; PRO 107, 1995 Conference Proceedings
Available From:
NCSU, county hxtenslon t:enier
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 - NnvPmhPr 11, 1996, nage 4

Version —November 26.2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.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.
a Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
a7 Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
a 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.
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 a 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 all 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.
of Farm Owner/Manager
of Technical Specialist
D to
2
Date

ADMENDMENT TO WUP
Narrative
Debra Craig is installing a Forced Air Composter Composter for Mortality Management at her
Swine operation. The number of Swine at this operation is 2,400 Farrow to Wean. Based on
composted Swine mortality from Swine — Farrow to Wean farms, approximately 115 tons per
year (wet basis) will be produced. Based on 25 pounds of PAN per ton there would be
approximately 2,872 Lbs of PAN expected from the composter to be broadcast.
The operation has a surplus of land to apply nutrients on.. This compost will be analyzed and
land applied at agronomic rates. The 2,872 pounds of PAN produced by this composter will be
recorded on the Dry Litter Application Field Record forms. The amount of N applied from this
composter will be deducted from the total N Budgeted for the area where it is applied.
The waste utilization plan dated 3MI4 has a PAN deficient of 2,888 Lbs.
It there are any questions concbrning this plan, please contact NRCS or Wayne Soil & Water
Conservation District at 919-734-5281, Extension 3.
Tec al Specialist
Date
/17
Date
RECEI 'O E\9Cv::0j1) R
ppp Q, 4 Z019
Regional operations $ectlo'!l

Forced Air - Swine
Name:
Bin size
2
4
61
Debra Craig
Number of swine: 2,400
Date: 1/16/2014
Type of Swine; Farrow to Wean
width
length
height
cu. Ft.
# bins
total cu ft/2
9.5
12
6
684
7 72.394.00
cu ft
reduction
cu ft
2,394.00
x .80 1
1,915.20
cu ft
recycle
cu ft
11915.20
50%
957.60
cu ft
X Ibs per cu ft
Ibs
957.60
40
38,304.00
Ibs
divided
total tons
38,304.00
2,000
19.152
times per year
days/year 365 6
days of storage 60
total tons
times per year
yearly total/tons
19.152
6
114.912
yearly total/tons
PAN/ton
application method
Ibs /total
114.912
25
broadcast
2,872.80
Worksheet completed by: AS
updated 06/23/2011

Operator:TAYLOR FARMS
County:
WAYNE
Distance to nearest residence
(other
than
owner):
1. AVERAGE LIVE WEIGHT
(ALW)
0 sows (farrow to
finish)
x
1417
lbs.
0 sows (farrow to
feeder)
x
522
lbs.
0 head (finishing
only)
x
135
lbs.
2400 sows (farrow to
wean)
x
433
lbs.
O head (wean to feeder)
x
30
lbs.
Describe other :
05/02/94
0
lbs
0
lbs
0
lbs
1039200
lbs
0
lbs
0
Total Average Live We
-----= 1039200 lbs
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Volume = 1039200 lbs. ALW x Treatment Volume(CF)/1b ALW
Treatment ''
Volume(CF)/lb. ALW = 1 CF/lb. ^LW
Volume = 1039200 cubic feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
ME
SLUDGE ACCUMULATION NOT COMPUTED
Volume = 0.0 cubic feet AT OWNERS REQUEST. REMOVE SLUDGE
TOTAL DESIGNED VOLUME AS NEEDED.
Inside top length (feet) .....................
720.0
Inside top width (feet) ......................
240.0
Top of dike elevation (feet)-----------------
49.2
Bottom of lagoon elevation (feet)------------ 37.2
Freeboard (feet)-----------------------------
1.3
Side slopes (inside lagoon)------------------
2.5 : 1
Total design volume using prismoidal
formula
SS/END1 SS/END2 SS/SIDE1 SS/SJDE2
LENGTH WIDTH
DEPTH
2.5 2.5 2.5 2.5
713.5 233.5
10.7
AREA OF TOP
LENGTH * WIDTH =
713.5 233.5 166602
(AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =
660.0 180.0 118800
(AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH * WIDTH * 4
*�
686.8 206.8 567942
(AREA OF MIDSECTION *
4)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM]
* DEPTH/6
166602.3 567942.3
118800.0
1.8
Total Designed
Volume Available = 1521798 CU. FT.

w
5 . /TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
720.0 240.0 172800.0 square feet
Buildings (roof and lot water)
0.0 square feet Describe
this
TOTAL DA 172800.0
area ^
square feet
Design temporary storage period to be
5A^ Volume of waste produced 180
days.
Feces & urine production in gal./day
per 135 lb. ALW
Volume
^
1.37
= 1039200 lbs. ALW/135 lbs. ALW * 1 37
Volume - 1898272 gal/day
gals, or 253779 7 cubic f^
. feet
----�
1S0 days
'
5B. Volume of wash water
This is theamount of fresh wat
Of fresh water used for washing
used for a flusher
floors or vol
the lagoon water are Flush systems
ac counted ƒsystem^
� or in 5A,
that reciume
rculate
Volume = 0.0 gallons/day
volume = 180 days storage/7.48
gallons
0.0 cubic feet
Per CF
5C. Volume of rainfall in
excess of evaporation
Use period of time when rainfall
exceeds evaporation by
180 days
largest amount^
excess rainfall =
Volume = 7^0 inches
7.0 in I DA / 12 inches per foot
Volume = 100800.0 cubic feet
�
/
/

5D. Volume of 25 year - 24 hour storm
Volume = 7.0 inches / 12 inches per foot * DA
Volume = 100800.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
'
5A. 253780 cubic feet
5B. 0 cubic feet
5C. 100800 cubic feet '
5D. 100800 cubic feet
TOTAL 455380 cubic feet
6. SUMMARY
Temporary storage period====================> 180 days
Rainfall in excess of 7.0 inches
25 year - 24 hour rainfal1==================> 7.0 inches
Freeboard======================== ===========> 1.3 feet
Side slopes=================================> 2.5 : 1
Inside top length===========================> 720.0 feet
Inside top width============================> 240.0 feet
Top of dike elevation========= ==============> 49.2feet
Bottom of lagoon elevation==================> 37.2 feet
Total required volume=======================> 1494580 cu ft *
Actual design volume========================> 1521798 cu.
ft.
�
Seasonal high watertable elevation (SHWT)===> 39.1 feet
Stop ^
Stop pumping elev.==========================> 44.9 feet *
Must be > or = to the SHWT elev.==========> 39.1 feet
Must be > or = to min. req. treatment el.=> 43.2 feet
Required minimum treatment volume===========> 1039200 cu. ft
Volume at stop pumping elevation============> 1043073 cuft.
Start pumping elev.=========================> 47 2 feet
^ *
Must be at bottom of freeboard & 25 yr. rainfall �
Actual volume less 25 yr.- 24 hr. rainfall==> 1420998 cu. ft
Volume at start pumping eleyation===========> 1406333 cu. ft.
Required volume to be pumped================> 354580 cu. it.
*
Actual volume planned to be pumped==========> 363260 cu.ft^ *
Min. thickness of soil liner when require ^
^ ~�
7. DESIGNED BY:APPROVED BY:
NOW Anow, Va.
DATE: �Symzjc�,* DATE:
�
MOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:kA
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U. S. Department of Agriculture
Soil Conservation Service
NC-ENG-34
September 1980
HAZARD CLASSIFICATION DATA SHEET FOR IM LAGOONS
Landowner ���o lZM S _ County WAYNE
Community or Group No. Conservation Plan No.
Lagoon
Estimated Depth of Water to Top of JOU 13._Ft. Length of Flood Pool 724 Ft.
Date of Field Hazard Investigation q f 3
Evaluation by reach of flood plain downstream to the point of estimated minor effect
from sudden dam.failure.
Reach: Length: Width: Slope: Land Use
Ft. Ft. %
wooAs
2
3 .
: Est..Eiev. :Est. Elevation
Kind of :Improvements: of Breach
Improvements. : Above :Floodwater Above
: Flood Plain: Flood Plain
Ft. Ft.
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach )voq6 5mj4' j ,Lp4. ,a l �05v .g t)A'e4a ;o Lrf'
1 ! L_/l. . -
LRC�oor1
Hazard Classification of <wam a� b, c) (see NEM-Part 520.21)
Dam Classification (I, II, III, IV,@
1
Byf'
name title
Concurred Bycv
name title
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as needed.
Date '�
Date 6 a21 f 0j V
13

info System Calibration
information presented
conditions -within over time w relatively new
manufacturer's
tends to reduce equipment gets equipment. Disharts are based
an increase- herati g preS Older
increase and
mpone a raw s and °n average.
decreasing the nozzle o and °►iy With nts ear. In pplication rates operation
You wetted dia pening which will increiaued use, Particular
ar pumphwear
should be meter. ,
Will alter the aware that Se the dischar wear results .
in
uniform it Y. application ratOperating the system discharge rate while
drOpiets Y For exam o , dia m
meter differs
' greater p ' Operating the of coverage ntly than assurn
Clogging of n Potential for system . and subse
mainline ozzles can drift, and with exce quenty he he design
s will reduce re and. pies accelerates excessive press r application
reduces the co per uin Pressure esults i
For the erage diameter and a ssure.increasOPe e-ratPlugged intake e sprinkler no alter
abzle
ove reason pplicatio m9 below s or crystallization of
Proper application n' You should n uniformity,' design pressure
the
recommended rates and calibrate greatly
Calibr uniformit . Your equi
application are anon involve Y Calibratio quip
determine a• . An s c°llectin n at least n a regular basis to e
graduate the applicatio Y number g and once eVe nsure
d scale from n rate, of containers easuring flow rY three additional talc m which to Rain can be at se Years is
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au
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transferred to s-sectio mount d
n can beans, plastic n a they flow an
Plastic buckets Jars .without having to have a
Scaled container for
Me provided the squid r Out
perform
asuring. g with
For
stations collected can a uniform
�' sprinklers, Collection be easily
application- are
should. be locate a at several n container
collection co d along a distances fro s should be to
would com nfalners 25 transect m sprinkler sated randoml
a windlessputs the feet apart alonperpendicular to °r travelingY throughout
s. F
con day, variation be a 9 the tra the dire guns
cern, application rate nsect °n bot direction of ' sprinklers
u should co twee cont for all nonunift h des of the pull. cart Set
between nil b your ncontainers gun c rt Out
Irrigation dealer
more than 30 of the application.On
aler percent • On `Reprinted for Cenioat/on °r technical specialist for is cause
assistancef°r
Training for Operations o fAnirna/ w
aste Management Systems Manua/
1

PjpN man -age
pNCE e
� M 'fEN imp
to
OPERp`TtON ptN
riOnty • It's wet periods.
ear -round P and crop is
r lag°on managemhave problems during extended rainy when the receiving a
for Periods ells such
� s
?rope in the lag are extended rainy sp yawl the
o no done
levels so that you d e avail -able or when thereti he first sign °f 1a►� Should be
a°ity should b ement P available
storage cap a for berm mean waste m ace
Maximum interlim tme. this s that
snag.
dormant (such as w the sumrne �,�ccording to a farm ,this will make stDOn should ld pum made
season -in ation oon liquid. fall the lag Should be Waste
thunderstorm spring, _Trig h to receive lag mer t early BverY effort
early snug the late sum storage the weather and
later winter ! d for winter
in wet periods 1 to allow level as long as
vuheneverQon foc suture Figure 2- i . • liquid ated does
in the lag marker (see se to the Mill' to irrig
to the low starling oon for
down the logpOn capac►tY before from the lag enalty
to maintainn will allow it. aximum storagec periods,
and sub)eCt to P ve o
utilization R lagoon
has reached its m extended w P tale
law
la excess water during a violation °f s
Waiting until the g 24 hour storm is
r%Ot leave room for slant -year,
5
any reason except udagrass
following ar common berm each
action. oan involves the Fescue rid- ed lied
Of a lag the dam. should be fe
MairrtenanCe cover for etation t °f fert►1'rted aP4
veg oun ) to obtakn a
The routine a of a Veg stand. .-The ractica be
etatiVe covers. The am not p
common vegetativ rigorous it is areas should
Maintenance ton aints-In a event th surround�n9
are the MO! com but in the and .
if needed,to soils test, embankment u- alent.
year, based on the lagoon jp-10, or eq
should be year er acre of 10-
soils test eacg0o pounds P be done by
controlled- This may this
fertilized with ust be contr of these practices,eather
the embankment o a combinal twice h in years that
Brush an spy Yn9 graiingonCep4 year and P°ssiblY
dons , least vegetative growth'
mowing' enter the
should be are favorable for heavy not.. be allowedt o waste -
condition
s by spraying, he
the herbicide must n treating
the lagoon that are lagoon
IS controlled the bacteria in the S to Tillingeck d should
If vegetafo chemicals could harm Made during item
I-agoo • such oon should be events- lagoon water. the entire lag ) and Storm
inspections d after maJor rainfal look for;
Maintenance and overflow Pipes and at least Monthly n, the following
include as a
minim Recycling Pipes,
Waste Inlet pipes,
in of OASseparato
1 • s ibreaks or minerals
g crack of salts
3. accumu'O o lion of Pipes
q overall cond
2

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

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an overflow problem from a surface water diversion or there may be seepage into
the lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during Initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with. sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function.. Flush systems that wash waste into the lagoon several tunes daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.

• Practice water conservation -- minimize building water usage and spillage from
leaking waterers; broken pipes and washdown through proper maintenance and
water conservation.
• Minimize feed wastage and spillage by keeping feeders adjusted. This will reduce
the amount of solids entering the lagoon.
Management:
• Maintain lagoon liquid level between the permanent storage level and the full
temporary storage level.
• Place visible. markers or stakes on the lagoon bank to show the minimum liquid level
and the maximum liquid level. (Figure 2-1 ).
• Start irrigating at the earliest possible date in the spring based on nutrient
requirements and soil moisture so that temporary storage will be maximized for the
summer thunderstorm season. Similarly, irrigate in the late.summer / early fall to
provide maximum lagoon storage for the winter.
• The lagoon liquid level should never be closer than 1 foot to the lowest point of the
dam or embankment.
• Don not pump the lagoon liquid level lower than the permanent storage level unless
you are removing sludge.
• Locate float pump intakes approximately 18 inches underneath the liquid surface and
as far away from the drainpipe inlets as possible.
• Prevent additions of bedding materials, long-stemmed forage or vegetation, molded
feed, plastic syringes, or other foreign materials into the lagoon.
• Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
• Do not allow trees or large bushes to grow on lagoon dam or embankment.
• Remove sludge from the lagoon either when the sludge storage capacity is full or
before it fills 50 percent of the permanent storage volume.
• If animal production is to be terminated, the owner is responsible for obtaining and
_implementing a closure plan to eliminate the possibility of a pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by-
5

• proper lagoon sizing,
• mechanical solids separation of flushed waste,
• gravity settling of flushed waste solids in an appropriately designed basin, or
• minimizing feed wastage and spillage.
Lagoon sludge that is removed annually rather than stored long term will:
• have more nutrients,
• have more odor, and
• require more land to properly use the nutrients.
Removal techniques;
• Hire a custom applicator.
• Mix the sludge and lagoon liquid with a chopper - agitator impeller pump through large
- bore sprinkler irrigation system onto nearby cropland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland; mix
remaining sludge; pump into liquid sludge applicator; haul and spread onto cropland or
forageland; and soil incorporate.
• Dewater the upper part of lagoon by irrigation onto nearby cropland or forageland;
dredge sludge from lagoon with dragline or sludge barge; berm an area beside lagoon
to receive the sludge so that liquids can drain back into lagoon; allow sludge to
dewater; haul and spread with manure spreader onto cropland or forageland; and soil
incorporate.
Regardless of the method, you must have the sludge material analyzed for waste
constituents just as you would your lagoon water. The sludge will contain different
nutrient and metal values from the liquid. The application of the sludge to fields will be
limited by these nutrients as well as any previous waste applications to that field and
crop requirement. Waste application rates will be discussed in detail in Chapter 3.
When removing sludge, you must also pay attention to the liner to prevent damage.
Close attention by the pumper or drag -line operator will ensure that the lagoon liner
remains intact. If you see soil material or the synthetic liner material being disturbed, you
should stop the activity immediately and not resume until you are sure that the sludge
can be removed without liner injury. If the liner is damaged It must be repaired as soon
as possible.
Sludge removed from the lagoon has a much higher phosphorus and heavy metal
content than liquid. ' Because of this it should probably be applied to land with low
phosphorus and metal levels, as indicated by a soil test, and incorporated to reduce the
chance of erosion. Note that if the sludge is applied to fields with very high soil -test
phosphors, it should be applied only at rates equal to the crop removal of phosphorus.
As with other wastes, always have your lagoon sludge analyzed for its nutrient value.

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