960092_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: 96-0092
2. FacilityName: Bruce Howell Farm
3. Landowner's Name (same as on the Waste Management Plan):
4. Landowner's Mailing Address: 118 Oak Height Dr
City: Goldsboro State:
��-�'2�-9�'T`r
Telephone Number: _ _ _ _ _ _ _ _ E-mai
5. Facility's Physical Address: 340 Frankie's Ln
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): Nor,. —6. �(
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit: Operations Type
Swine - Feeder to Finish
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
Certificate Of Coverage Number: AWS960092
Norwood B Howell
NC Zip: 27530
brucehowell,rilbellsouth.net
NC Zip: 27530
Murohv-Brown LLC ��•q
Phone No.: q P1 '17Z Z''7% 77 OIC #:,23J O t'
Allowable Count
2,448
Dry Poultry
Other Types
Non Laying Chickens
Horses - Horses
Laying Chickens
Horses - Other
Pullets
Sheep- Sheep
Turkeys
Sheep - Other
Turkey Pullet
Wet Poultry.
Non Laying Pullet
Layers
lC'l�iPl�f�E"'
MAR 2 8 2019
om Quaft
7i"vWl ovemic s

ROY COOPER
Carernor
MICHAEL S. REGAN
Secretary
LINDA CULPEPPER
r4rector
NORTH CAROLINA
Environmental Quality
February 27, 2019
Norwood B Howell
Bruce Howell Farm
118 Oak Height Dr
Goldsboro, NC 27530
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 htts:Hde .nc. gov/about/divisions/water-resources/water- uali -re ional-o erations/afo or by writing or calling:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
In order to assure your continued coverage under the State Non-Disch a General Permitsyou must submit an gRulication for
permit coverage to the Division. Enclosed you will find a "Reguest for Certificate of Coverage Facility Currently Covered by an
Expiring State Non -Discharge General Permit." The application form must be completed, signed and returned by April 3, 2019.
Please note that you must include one (1) cony of the Certified Animal Waste Management Plan [CAWMPI with the
completed and si ned apolication 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 - AWS960092
Murphy -Brown LLC
NoithCaTo za€7epartrnsstofir<o?3�rnarta=�uaty I DvsoftofWater Resoarzes
E512 N. Sa sbury St. 1158E Ma Serves Center I Ra a a'I:, North Cara ra 27ER9-A_SS

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
1/23/1991
G
7 b 20
6 -.00
19.00
err,275'
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 by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.613, 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: Qt�>AAC,e_
Signature: Date: 3 19
`
Name: Title:
Signature: Date:
Name: Title:
Signature: _ _ Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh, North Carolina 27699-1636
Telephone number: [phone]
E-mail: [e-mail]
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 2018
Mortality Management Methods
Indicate which methods) 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 beat least one foot above the seasonal
high water table. Attach burial location map and plan.
OLandfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200,
Rendering at a rendering plant licensed under G.S. 106-168.7
Complete incineration according to 02 NCAC 52C .0102.
aQ
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be
met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of partof a dead animal's value without endangering
human or animal health.
(Written approval by the State Veterinarian must be attached).
11 Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 1ni;-�an e
*Signature of Far er/Manager
Signature of ethnical Sped st
Date
r�
Date

Nutrient Management Flan For Animal Waste Utilization
06-13-2018
This plan has been prepared for:
Bruce Howell Farm
Bruce Howell
168 Oak Heights Rd
Goldsboro, NC 27530
919-922-9777
Type of PIan:
This plan has been developed by:
Eve H Honeycutt
N C Cooperative Extension
Lenoir County Center
1791 Hwy 11155
Kinston, NC 28504
252-5 a7--2191
Develop e
Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
Procedures established in this nutrient management plan which includes an animal
waste utilization plan for the farm named above. I have read and understand the
Required Specifications concerning animal waste management that are included with
this plan.
•Signature (owner)z�
Date
Signature (manager�or�
Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plain Approved By: OW
�� sianatu Date
--- - -- - -- ------------------------
630402 Database Version 4.1
Date Printed: 06-13-20 i 8 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S7 Swine Feeder -Finish Lagoon Liquid waste generated 2,269,296 gals/year by a 2,448
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
4090
Incorporated 4909
Injected
4909
Irrigated
4090
Max. Avail. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
Year l
PAN (Ibs) * Applied (Ibs) Deficit(lbs) Applied (Gallons) Deficit (Gallons)
4,090 14495-10,405 8,288,7I3
-6,019,417
Note: In source ID, S means standard source, Umeans user de -fined source. Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
630402 Database Version 4.1
Date Printed: 06-13-2018 Source Page ] of 1

The table shown below provides a
summary of the crops or
Yield estimates are also provided for
rotations included in this plan for each field.
Realistic
each crop in the plan.
where available.
In addition, the Leaching Index foreach field is shown,
Planned Crops Sllm�rrlary
Total Useable Leaching
Tract Field Acres Acres Index L
� I) Soil Series
1544 GFAI 3-05 3 05 N/A
Crop Sequence
RYE
Wagram
Wheat, Grain
40 bu.
E544 GFA2 0.87 0.87 N/A
Soybeans, Manured, Double Crop
23 bu.
Wagram
Wheat, Grain
40 bu.
1549 GFB1 2.39 2.39 NIA
Manured, Double Crop
23 bu.
WagraSoybeans,
m
Wheat, Grain
40 bu.
(544 GFB2 0.76 0.76 NIA
Soybeans, Manured, Double Crop
23 bu.
Wagram
Wheat, Grain
40 bu.
2684 LFA 7.29 7.12 N/A
Soybeans, Manured, Double Crop
23 bu.
Johns
Wheat, Grain
55 bu_
2684 LFB 7.29 6.34 N/A
Soybeans, Manured, Double Crop
38 bu.
Johns
Wheat, Grain
55 bu_
2684 LFC
Soybeans, Manured, Double Crop
7.24 5.78 NIA Myatt
38 bu.
Wheat, Grain
50 bu.
2684 LFD 6.39
Soybeans, Manured, Double Crop
4.41 N/A Myatt
Wheat. Grain
34 bu.
50 bu.
2684 LFE
Soybeans, Manured, Double Crop
5.49 2.48 N/A Myatt
34 bu.
Wheat, Grain
50 bu.
2684 LFF 4.42
Soybeans, Manured, Double Crop
2.42 N/A Myatt
Wheat, Grain
34 bu.
50 bu.
2684 LFG 3.27 1.85 N/A
Soybeans, Manured, Double Crop
34 bu.
Bibb
Wheat, Grain
45 bu.
2684 LFH 3,21
Soybeans, Manured, Double Crop
1.72 N/A Norfolk
Wheat, Grain
32 bu.
60 bu.
2684 LFI 3-21
Soybeans, Manured, Double Crop
2.79 N/A Norfolk
Wheat, Grain
35 bu.
60 bu.
2812 HW 2.87 2.67 N/A
Soybeans, Manured, Double Crop
35 bu.
Wagram
Wheat, Grain
40 bu.
2816 AFA 3.40
Soybeans, Manured, Double Crop
3.40 N/A Wagram
Wheat, Grain
23 bu.
40 bu.
2816 AFB 2.62 Z,62 NIA
Soybeans, Manured, Double Crop
23 bu.
Wagram
Wheat, Grain
630402 Database Version 4. Date Printed 6/13/2018
40 bu.
NOTE: Symbol * means user entered data,
PCs Page 1 of 2

Planned Crops Summary
Total Useable Leaching
Tract Field Acres Acres Index
(LI) Soil Series
Crop Sequence
RYE
Soybeans, Manured, Double Crop
2816 AFC 2.59
2.59 N/A Norfolk
23 bu,
Wheat, Crain
60 bu,
Soybeans, Manured, Double Crop
2816 AFD 2.91 2.91 N/A
35 bu.
Norfolk Wheat, Grain
60 bu.
2816 HW 0,87 0.87 N/A
Soybeans, Manured, Double Crop
35 bu.
Lynchburg Wheat, Grain
55 bu.
7443 CFA 0.84 O.g4 N/A
Soybeans, Manured, Double Crop
39 bu
Wagram Wheat, Grain
.
40 bu.
7443 CFB 2.45 2.45 N/A
Soybeans, Manured, Double Crop
Wagram
23 bu.
Wheat, Grain
40 bu_
7443 CFC 2.31 2.31 NIA
Soybeans, Manured, Double Crop
23 bu_
Wagram Wheat, Grain
40 bu.
7443 CFD Z.46 2.46 N/A
Soybeans, Manured, Double Crop
23 bu.
Wagram Wheat, Grain
40 bu_
PLAN TOTALS: 78.25 65.10
Soybeans, Manured, Double Crop
23 bu.
Potential Leachin
Low potential to contribute to soluble
2
None Technical Guidance
nutrient leaching below the root zone.
>_ 2 Moderate potential to contribute to
Nutrient Management (590)
<— 10 soluble nutrient leaching below the root
should be planned.
zone.
High potential to contribute to soluble
nutrient Leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation practices that improve
the soils available
10
water holding capacity and improve nutrient use efficiency should be
considered. Examples are Cover Crops (340) to scavenge
nutrients. Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field
practices such as Filter Strips (393)
Riparian Forest Buffers (391).
and
630402 Database Version 4.1 Date Printed 6/13/2018
NOTE: Symbol * means user entered data.
PCS Page 2 of 2

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields ofthe
and proper needed
of applications to maximize nutrient uptake. p n provides an estimate of the number q acres of
nt
This table provides an estimate of the amount of nitrogen required by the crop being Town and crops to be grown, their nutrient requirements,
other by-products, commercial. fertilizer and residual from previous crops. An estimate of the quantityof soli
d and liquid waste that order to Supply the indicated quantity fertilizer
nitrogen from each source is also included. o an estimate of the nitrogen amount being supplied a manure or
A balance of the total manure produced and the tatalill bmanurapple a o lied each field in
included in the table to ensure that the plan adequately provides for the utilization of the manure generated
g by the operation. pp s
Waste Utilization Table
Year ,1
�nrogen Comm. Rcs, Manure Liquid
PA Fert. (Ibs/A) PA Solid Liquid Solid
Nutrient Nutrient ManureA Manure Manure
Nutrient pplied Manure
Req'd Applied '�PPlied Applied Applied
Source (Ibs/A) (Ibs/A) AbPAed (acre) (acre) (Field) (Field)
Tract Field 1D Total Use, ( )
Soil Series Acres Acres Crop AppGe.
APPIic. 1000
3.05 3.05 Wheat, Grain RYE Period N
1544 GFA1 S7 Wagram N N Method N gal/A Tons I000 gals tons
1544 GFA1 S7 Wagram 40 bu. 9/1-4/30 93 0 0 brig, 93
3.05 3.05 Soybeans, Manured, Double Crop51 S9 0.00 I57.36 010
1544 23 bu. 4/1-9/15
GFA2 S7 Wagram 0.87 0.87 Wheat, Grain 92 0 0 brig. 9251.04 0.00 155.67 0.0
1544 GFA2 S7 Wagratn 40 bu. 9/1-4/30 93 0 0 Irrig. 93
0,87 0.87 Soybeans, Manured, Double Crop51.59 0.00 44.89
23 bu. �l/1-9/15 OAi
1544 GFBI S7 Wagram 92 0 0 Irrig, 92
2.39 2.39 Wheat, Grain 51.04 0.00 44,41 0.0(
1544 GFBI S7 Wagram 2.39 2.39 Soybeans, Manured, Double Crop
40 bu. 9/1-4/30 93 0 0 Irrig. 93 51.59 0.00 123.31
1544 GFB2 57 Wagram 0.76 0.76 Wheat, Grain 92 0 0 Irrig. 92 51.04 0.00
1544 GF62 57 Wagram 93 0 0 Irrig. 93 121.99 40 bu. 9/1-4/30 0.00
0.76 0.76 Soybeans, Manured, Double Crop S 1.59 0.00 39.21 0 00
2684 LFA 23 bu. 4/1-9/I5 92 0 0 Irrig. 92
S7 Johns 7.29 7.12 Wheat, Grain 51.04 0.00 38.79
SS bu. 9/l-4/30 106 p 0.00
2684 LFA S7 Johns 7,29 7.12 Soybeans, Manured, Double Crop bu. l/1-9/i5 l47 p 0 Irrig. 106 58.81 0.00 418•70
�0.00
2684 LFB 87 ohns 7.29 6.34 Wheat, Grain 38 0 Irrig. 147 81.55 0.00 580.65
55 bu. 9/I-4/30 10.00
2684 LFB S7 Johns 0G p 0 Irrig, 106 58.81 0.00 372,83
7.29 6.34 Soybeans, Manured, Double Crop .
38 bu. 4/1-9/15 147 04 0.00
2684 LFC S7 Myatt 0 0 Irrig. 147 81.55 0.00 517
7•29 5.78 Wheat, Grain 0.00
2684 LFC S7 Myatt 50 bu. 9/1-4/30 96 0 0 Irrig. 96 53.26 0.00
7•29 5.78 soybeans, Manured, Double Cro 307.84 0.00
2684 P 34 bu, 4/1-9/I5 132 0 0 Irri
LFD S7 Myatt 6.39 4.41 Wheat; Grain g 132 73.23 0.00 423.27
50 bu. 9/1-4/30 96 0 0.00
Irri .
2684 LFD S7 Myatt 0 g 96 53.26 0.00
6•39 4.4I Soybeans, Manured, Double Crop 234.87 0.00
34 bu, 411-9/15 132 0 0 Irrig. 132 73.23 0.00 322.95 0.00 630402 Database Version 4.1
Date .Printed; 6/13/2018
WUT Page 1 of 3

Waste Utilization Table
Year 1
Nitrogen Canm Res, Manure Liquid Solid Liquid PA Fe. (Ibs/A) Solid
PA ManureA Manure Manure Nutrient Nutrient Nutrient Manure
pplied A
Rcgd Applied Applied Applied Applied Applied
Source Tolal Use. (lbs/A) (lbs/A) (IbpA) (acre) (acre) (Field) (Field)
Tract Field ID Soil Series Acres Acres Crop Apphc' Applic, 1000
RYE Period N N N Method N gal/A Tons 1000 gals tans
2684 LFE S7 Myatt 5.49 2.48 Wheat, Grain
2684 LFE S7 Myatt p 50 bu. 9/1-4/30 96 0 0 Irrig. 96 53.26 0.00
5.49 2.48 Soybeans, Manured, Double Crop 132.08 0.0
4.
2684 LFF S7 Myatt 34bu. 4l1-9/I5 132 0 0 Irrig. 132 73.23 0.00 181.6t 42 2.42 Wheat, Grain 0,0
2684 UP S7 Myatt 4,42 2.42 Soybeans, Manured, Double Crop 50 bu. 9/1-4130 96 0 0 Irrig, 96 53.26 0.00 128,89
0.0+
2684 LFG 57 Bibb 3.27 1.85 Wheat, Grain
34 bu. 4/1-9/15 132 0 0 Irrig. 132 73.23 0.00 177.22 0,01
2684 LPG S7 Bibb 45 bu. 9/1-4/30 90 0 0 Irrig. 90 49.93 3.27 1.85 Soybeans, Manured, Double Crop0.00 92.37 0.0(
32 bu. 4/1-9/15 124 0 0 Irrig.
2684 LFH S7 Norfolk 124 dg.7g 0,00
3.21 1.72 Wheat, Grain 127.27 0.0C
2684 LFH 57 Norfolk 60 bu. 9/1-4/30 125 0 0 Irrig, 125 69.35 0.00
3,21 1.72 Soybeans, Manured, Double Crop110.73 0.00
35 bu. 4/1-9/I5 137 0 2684 LFI S7 Norfolk 0 brig. 137 7G.Ol 0.00 130.73
3.21 2.79 Wheat, Grain 0.00
2684 LFI S7 Norfolk 3.21 2.79 Soybeans, Manured, Double Crop 35 bu. 4l1-9/IS 137 0 60 bu. 9/I-4/30 125 0 0 Irrig, 125 69.35 0.00 193.48 0.00
2812 FIW S7 Wagram 2.87 2.67 Wheat, Grain 0 Irrig' 137 76.01 0.00 212.05 0.00
40 bu. 9/1-4/30 93 0 0 Irrig, 93 51.59 0.00 137.76
0.00
2812 HW S7 Wagram 2.87 2.67 Soybeans, Manured, Double Cro
p 23 bu, 4/1-9/I5 92 0 0 Irsig. 92
2816 AFA S7 Wagram 3.40 51.04 0,00 136.28 0,00
3.40 Wheat, Grain
40 bu. 9/1-4/30
2816 AFA S7 Wagram 3.40 3.40 Soybeans, Manured, Double Crop93 0 0 Irrig, 93 51.59 0.00 175.42 0.00
23 bu, 4/1-9/15 92 p
2816 AFB S7 Wagram 2.62 2.62 Wheat, Grain 0 Irrig. 92 51.04 0,00 173.54 0.00
40 bu. 911-4/30 93 0
2816 AFB S7 Wagram 2,62 2.62 Soybeans, Manured, Double Crop0 Irrig. 93 51.59 0.00 135.18 01Q0
23 bu. 4/1-9/15 92 0 0 Irrig. 92 51.04 0.00 133.72
2816 AFC S7 Norfolk 2.59 2.59 Wheat, Grain 0.00
2816 AFC S7 Norfolk 2.59 2.59 Soybeans, Manured, Double Crop 35 bu. 4/1-9/15 137 0 0 Irrig. 137 69.35 0.00 179.61 0.00
60 bu. 9/1-4/30 125 0 0 Irrig. 125
2816 AFD S7 Norfolk 2.91 2.91 Wheat, Grain 76.01 0.00 196.85 0.00
2816 AFD S7 Norfolk 2.91 2.91 Soybeans, Manured, Double Crop GO bu. 9/I-4/30 125 0 0 Irrig. 125 69.35 0.00 201.80 0.00
2816 FIW S7 Lynchburg 0.87 0.87 Wheat, Grain 35 bu. 411-9/15 137 0 0 Irrig, 13776.01 0.00 221.17 O,UO
55 bu. 9/1-4/30 106 0 0 Irrig, I06 58.81 0.00
2816 HW S7 Lynchburg 0.87 0.87 Soybeans, Manured, Double CropS1.I6 0,00
39 bu. 411-9/15 151 0 0 Irrig, l5l 83.77 0.00
72.88 0.00
630402 Database Version 4,1
Date Printed: 6/13/2018
WUT Page 2 of 3

Waste Utilization Table
ear 1
Tract
Field
Source
ID Soil Series
Total
Acres
Use.
Acres Crop
7443
CFA
S7
Wagram
0.84
0.84 Wheat, Grain
7443
CFA
S7
Wagram
0.84
0.84 Soybeans, Manured, Double Crop
7443
CFB
S7
Wagram
2.45
2.45 Wheat, Grain
7443
CFB
S7
Wagram
2.45
2.45 Soybeans, Manured, Double Crop
7443
CFC
S7
Wagram
2.3I
2.31 Wheat, Grain
7443
CFC
S7
Wagram
2.31
2.31 Soybeans, Manured, Double Crop
7443
CFD
S7
Wagram
2.46
2.46 Wheat, Grain
7443
CFD
37
Wagram2.46
Soybeans, Manured, Double
Crap
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
630402 Database Version 4.1
rvttrA Comm. Res, Manure Liquid Solid liquid Solid
PA Fort. (lbs/A) PA ManureA Manure Manure Nutrient Nutrient Nutrient Manure
Req'd Applied Applied pphed Applied Applied Applied
Applic,
Period
N
N
9/1-4/30
93
0
4/1-9/15
92
0
9/1-4/30
.93
0
Ibu.
411-9115
92
0
9/1-4/30
93
0
4/1-9/15
92
0
9/1-4/30
93
0
/1-9/15
92
0
2. Symbol * means user entered data.
Date Printed: 6/13/2018
a� (acre) cre
(!bslA)
(Field)
{p• )
veld
Applic.
1000
N
Method
N gal/A Tons
1000 gals
tons
0
Irrig.
93 51.59 0.00
43.34
O.0
0
Irrig.
92 51.04 0.00
42.87
0.0
0
Irrig.
93 51.59 0.00
126.41
0.0
0
Irrig.
92 51.04 0.00
125.05
0.01
0
Irrig,
93 51.59 0.00
119.18
0.01
0
Irrig.
92 51.04 0.00
117.90
0.0(
0
Irrig.
93 51.59 0.00
126.92
0.0(
0
Irrig.
92 51.04 0.00
125.56
0.00
Total Applied, 1000 gallons
8,041.36
Total Produced, 1000 gallons
2,269.30
Balance, 1000 gallons
-5,772.07 .
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0 (in
WUT Page 3 of 3

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum 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
630402 Database Version 4.1 Date Printed 6/I3/2018
IAF Page 1 of l
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 foreach source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application of the effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Maximum
Maximum Sludge
Crop
PA-N Rate
lb/ac
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge
- Standard
Corn 120 bu
Hay 6 ton R.Y.> -
Soybean 40 bu
150
300
160
14.69
29.38
15.67
27.50
13.75
25.78
55.00
27._6
51.56
82.50
4 i.25
77.34
------------------------------ --- __________
630402 Database Version 4.1 Date Printed: 06-13-2018
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. Ifthe available storage capacity is greater than the design storage
capacity, this indicates thatthe plan calls for the application of nutrients that have not yet accumulated.
If available storage capacity is negative, the estimated volume of accumulated waste exceeds the design
storage volume of the structure. Either of these situations indicates that the planned application interval
in the waste utilization plan is inconsistent with the structure's temporary storage capacity.
Source Name i Swine Feeder -Finish
Start Date 9/1
Plan Year Month
1 1
1 2
1 3
1 4
1 5
1 6
1 7
l 8
1 9
1 10
l 11
1 12
Available Storage Capacity is calculated as of the end of each month.
� Slo rage Ca
180
Available Storage Capacity (Days)
149
180
180
180
180
180
180
180
180
180
150
119
Database Version 4.1 Date Printed: 06-13-2018 Capacity Page I of I
630402--------------

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 14 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, MRCS 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).
----------------- -
630402 Database Version 4.1 - - - -
Date Printed: 6/13/2018 Specification Pale I

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.
S. 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.
--------------------------- - _ ____ ___
630402 Database Version 4.1 Date Printed: 6/13/2018
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.
IS. 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.
------------------------------
---------------------------------
630402 Database Version 4.1 Date Printed: 6/I3/20I8 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
at least annually at crop sites where waste products are applied. Nitrogen
shall be the rate -determining nutrient, unless other restrictions require
waste to be applied based on other nutrients, resulting in a lower
application rate than a nitrogen based rate. Zinc and copper levels in the
soils shall be monitored and alternative crop sites shall be used when
these metals approach excessive levels. pH shall be adjusted and
maintained for optimum crop production. Soil and waste analysis
records shall be kept for a minimum of five years. Poultry dry waste
application records shall be maintained for a minimum of three years.
Waste application records for all other waste shall be maintained for five
(5) years.
23. Dead animals will be disposed of in a manner that meets North Carolina
regulations.
------ ______ _ __ __
Date Printed: 6/13/201 & S ecification Page 4
63Q4Q2 Database Version 4.1 � - - - - - -
P �

Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Bruce Howell - Bruce Howell Farm, AWS960092
Address: 168 Oak Heights Road County: Wayne
Goldsboro, NC 27530 Aluminum Pipe
Telephone: [phone] Date: 6/13/2018
Table 4 - Field Specifications
Approximate
Maximum Maximum
Useable Size Maximum Application
Field of Field Application per Irrigation

TA13LE 2 - Travelling irrigation Gun Settings
Sheet2
hose
Field No,
Travel
Application
TRAVEL LANE
Wetted
Nozzle
and
drant No.
Speed
(ft/min)
Rate
(in/hr.y
Effective
Effective
Diameter
Diameter
Operating
Pressure
Operating
Pressure
Arc
AFA
2.33
0.26
Width(ft.)
200
Length(ft)
55D
(feet
_e!
(Inches)
at Gun i:si)
at reel;psi}
Pattern Comments -Acres
AFB
2,33
0.26
150
555
250
0.7
50
80
330
3
AFC
AFG
2.33/3.42
0.2610.4
150/163
335/235
250
0.7
0.7
50
80
33D
2.62
CFD
3.2412.33
0,4/0.26
140/150
4D7/259
250
D 7
50
80
330/220
2.59
CFC
2.33
2,33
0.26
0.26
150
509
250
0'7
50
50
80
80
220
2.91
CFB
2.33
0.26
150
150
464
250.
4.7
80
80
3300
330
2,A6
CFA
3.24
DA
149
504
83
250
250
0.7
50
80
330
2.3'1
2,45
GFA1
GFA2
3.24/2.33
0.4/0.26
187/2b0
3261171
250
0.7
D'7
50
80
220
0.$4
GFB7
3.24
4.28/2,33
0.4
0.48/0.26
121
T25/20D
140
250
0.7
50
50
80
80
220/330
220
3.05
GF82
3.24
0,4
127
184/217
90
250
0'7
5D
80
180/330
0.87
2.
250
0.7
50
BD
220
0,76 %6

Sheet3
TABLE 3 - Solid Set Irrigation Gun Settings
-31,119
Field No Wetted Hydrant Spacing(ft) Application ryNozzl Qp Operaf ngram
eters
and Number of Diameter Alona RPfwA=n 0-4. Operating

TABLE 4 - Irrigation System Specifications
TABLE 5 - Thn.
LOCATION
90 degree benc
Dead End
Tee
Gate Valve
45 degree bend
tions
M
Sheet4
4"
THRUST BLOCK
AREA (sq. ft.}
4.3
3.0
2.1
3.0
2.3
Page 1
2"
RUST I
EA (sq.
1.1
0.8
0.5
0.8

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Micah Kevin Weston, CID
Company: Murphy -Brown, LLC dba Smithfield Hog Production
Address: 2822 Hwy 24 West, P.O. Box 856 Warsaw, NC 28398
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
3. Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
S. Computations used to determine the size of thrust blocks and Illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE,
8. The Information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate,
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System operation
This design is for a "wetted acreage" determination fora new traveler for an existing facility. The acres were
calculated based on the equipment specified and the charts created by NCSU for calculating Area Allowances
for Hard Hose Traveler Systems.
This irrigation system is designed with above -ground pipe. The system is designed to accommodate the flow
velocities, flow rates and pressure requirements associated with an Ocmis Model R2I1 traveler. The design of
the traveler system requires the use of a 1.o8" ring nozzle in the gun. Each pull has a specific arc setting and
travel speed which must be used to achieve the desired application. This information is given In Table 2 of this
design. A detail of the traveler set-up point locations are included. The suction assembly for the pump to be
used should be a minimum of 6" aluminum. A pressure gauge should be installed on the discharge side of the
pump where it can be seen during start up of the system.
Refer to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of
system.

Sheet?
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Komet
Nozzle Size: 0.7 inches
Sprinkler Pressure: 50 psi
Flowrate(GPM): 100 gpm
Wetted Diameter: 250 feet
Lane Spacings
Desired Spacing (%):
70 %
Design Spacing(feet):
175 *PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
150 feet
Actual Spacing (%):
60 %
Application Rate
Application Rate =(96.3xFlowrate)1(3.1415x(.9xradius)squared)
Design App. Rate =
0.24 !n/hr
300 degree arc =
0.29 in/hr 330 degree arc = 0.26 in/hr
220 degree arc =
0.40 in/hr
180 degree arc =
0.48 in/hr
Traveller Speed
Travel speed = 1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) = 0.5 inches 360 degree arc = 2.14 ft/min
300 degree arc = 2.57 ft/min 330 degree arc = 2.33 ft/min
220 degree arc = 3.42 ftlmin
180 degree arc = 4.28 ft/min
Mainline Veloci
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: inches
Velocity= #DIV/0! ft/sec.
Page 1

Sheets (2)
Page 1

Bruce Howell Farm
AWSM0092
11migation Pulls
(vio Above —ground Pkm)
ftm R*O
(77443 Fid 2 & T2816 Fid 2)
Total Fld 2 = 23.10 Ac.
Wetted = 19.58 Ac.
Saecifications: Pulls
Ocmis Traveler Model R2/1
w/3'x115O' Hose
Komet Sprinkler
0.7" Toper Bore Nozzle
0 50 PSI; 100 GPM;
A $ �bpcJ� 250 WD; 150' Lone Spacing
From Rica l 4—Traveler Setup Point
Pull, Acres .
AFA 3.40
AFB 2.62
AFC 2.59
AFD 2.91
Lagoon
\
(T1544 Fid 1)
Total Fid 1 = 4.63 Ac.
Wetted = 19.58 Ac.
(Fld 3)
Total Fid 3 - 4.87 Ac.
Wetted = 19.58 Ac.

V
d E,
=7, �* �.t� United States
sl�J}1 aeaartment of
' Agriculture
Soil
Conservation
Service
OP ERATOR : s
Please review the attached plan and s
this Plan. for your use and records, specifications carefully.
Yourcantractor It is stron y- Retain
and Soil Conservation Service Strongly recommended that you
as r' how the waste lagoon is Conservation
be
Service Personnel are in agreement
Personnel will meet with all cconcerned d� The Soil
site to"'explain all flags and markin s. Conservation
understand g It is importaparties and walk over the
what is -expected so that final constructionnmeetst everyone
spec i.f i cet-ion and the job can be cert i Fi ed for
is involved). plans and
Payment (if cost -sharing
The pa"d
CONTRACTORmtsSRESPONSaions Bgrades are
the best estimate, The BUILDER or
Soil Conservation Service for final layout and design of
as its personnel will assist in anI limited the cads. The
ma-� concern is the proper design and construction of
treatment lagoon. parity,
the waste
The actual amount of material required for pads and dam m
estimates. The design. will attempt to
possible, if additional materialpis requiredeacuts fter and fatlsary from the
on the lagoon, the contractor as close as
location and owner Witt ne construction is complete
of borrow area. gotiate'on the
price and
NOTE: Design Requirement:
O2dgcu.ft.
---_cu Yds.
Estimate of
Excavation; 3�?u6Scu.ft. -
Es;tjmate of Pad t Dike: �cu.yds.
Ration cu.ft.
u . yd s .
'
Job Class
Da tfa
Designed By1
Name
Design Approval ,r 5 ,—
�Name
Da to
V The Sod Conservation SerVICa
+s an agency of the
Decariment of Agriculture

it United States
DevartMent of
Agriculture
Soil
Conservation
Service
OPERATOR: t Avl
Please review the attached plan and specifications carefully. Retain
this plan for your use and records. It is strongly Your contractor, and Soil It
Service g y recommended that you,
Se vi how the waste lagoon is to be constructed. The Soil Conservation
personnel are in agreement
Service personnel I will meet with all concerned parties and walk over the
site to 'explain aT1 flags and markings, on
understand what is•expected so that final lconstructionnmeets tPlans yand
specification and the job can be certified for payment
is Involved). (If cost-sharin
9
The pad
Tfl.mensionsOand
grades are the best estimate.
NSIBLE or final layout and design of ethelLD s or
Soil Conservation Service personnel will assist in a limited capacity,
as its Pads. The
m_tJ a concern is the proper design and construction of the waste
treatment lagoon.
The actual amount of material required for pads and dam may vary
estimates. The design.wlll attempt to balance cuts and from the fills as close as
construction is complete
Possible. if additional material is required after
on the lagoon, the contractor and owner will ate on the price and
location of borrow area. construction
NOTE: Design Requirement:
�2oScu.ft. = �- - __cu.yds.
Estimate of Excavation:
3Z7oGScu.ft. yds.
Es;.t,imate of Pad >; Dike: �S�
—10 S.1® c u , yd s .
�3 Ration
Job Class
Da t,6
Designed By
Name
Design Approval -f_A
cName
Da
to-'
The Sod Conservation Serv,C.
Is an agency of IAe4-1 Oenartmant of Agricultu.,re

COMPUTATION SHEET
SCS-ENG-523 Rev. B-69
U. S. DEPARTMENT OP AGRICULTURE'
SOIL CONSERVATION SERVICE
STATE r
BY DATE CHECKED BY jDA'MF-
":
SUBJECT -777�r
p
SHEET OF

CIP
S�C r,S77ENG75.
a s"., bEpxnrmm9t dP'AG*d&lt&Ak
SOIL COM9VJV1%ATli2iv,sE*ftk
fir.
DATE C14 DATE
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Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Bruce Howell - Bruce Howell Farm, AWS960092
Address: 168 Oak Heights Road County: Wayne
Goldsboro, NC 27530 Aluminum Pipe
Telephone: [phone] Date: 6/13/2018
Table 1 - Field Specifications
Approximate
Maximum Maximum
Useable Size Maximum Application
Field of Field Application „_. pp perfrrigation

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make, Model and Type of Equipment:
Ocmis traveler 3"x115n' h��o
Field No.
Travel
Application
TRAVEL LANE
and
Speed
Rate
Effective
Effective
ydrant No.
(ftlmin)
(in/hr.)
Width(ft.)
Lenath(tt)
AFA
2.33
0.26
200
550
AFe
2.33
0.26
150
655
AFC
2.3313.42
0.2610.4
1501163
3351235
AFD
3.24/2.33
0.410.26
140/150
407/259
CFD
2.33
0.26
150
509
CFC
2.33
0.26
150
464
CFB
2.33
0.26
150
504
CFA
3.24
0.4
149
83
GFA1
3,24/2.33
0,4/0.26
1-----
3261171
GFA2
3124
0.4
121
140
GFB1
4.28/2.33
0,48/0.26
125/200
1841217
GFB2
3.24
0.4
127
90
Wetted
Nozzle
Operating
Operating
Diameter
Diameter
Pressure
Pressure
Are
(feet)
(Inches)
at Gun(psi)
at reel(psi)
Pattern Comments -Acres
250
250
0.7
0.7
50
50
80
330
3.40
250
250
0.7
50
80
$0
330
330/220
2. 62
2.59
250
0.7
0.7
50
50
$0
220/330
2.91
250.
0.7
50
so
80
330
330
2.46
250
250
0.7
50
80
330
2.31
2.45
250
0.7
0.7
50
50
80
220
0.84
250
0.7
50
80
80
220/330
3.05
260
250
0.7
50
80
220
180/330
0.87
2.39
0.7
50
80
220
0,76
26.65

Sheet3
TABLE 3 . Solid Set Irrigation Gun Settings
Make, Model and Type of Enuinr.,c.,t
Field No Operating Parameters ~�
Wetted Hydrant Spacing(ft) Application Nozzle Operatino Onarnfinn
and Number of Diameter ain„�

Sheet4
TABLE 4 - Irrigation System Specifications
TABLE 5 - Thrust Block Specifications
61,
4°
2"
LOCATION
THRUST BLOCK
THRUST BLOCK
THRUST 1
90 degree bend
AREA (sq. ft.)
AREA (sq. ft,
AREA s ,
Dead End
88
6.2
4 3
1.1
0.8
Tee
3.0
Gate Valve
4.4
6.2
2.1
0.5
45 degree bend
4,7
3.0
0.8
0.6
2.3
Page 1

Sheets
IRRIGATION SYSTEM DESIGNER
Name: Micah Kevin Weston, CID .�'G�p'�
Company: Murphy -Brown, LLC dba Smithfield Hog Production
Address: 2822 Hwy 24 West, P.O. Box 866 Warsaw, NC 28398 z
Phone: [phone]
Required Documentation
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing of the proposed irrigation system which includes hydrant locations, pipelines, thrust block locations and buffer areas where applicable.
2. Assumptions and computations for determining total dynamic head and horsepower requirements.
I Computations used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
S. Computations used to determine the size of thrust blocks and Illustrations of all thrust block configurations required in the system
6. Manufacturer's specifications for the irrigation pump, traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe and/or USDA-NRCS standard for IRRIGATION WATER CONVEYANCE.
8. The Information required by this form are the minimum requirements. it is the responsibility of the designer to consider all relevant factors at a particular site and
address them as appropriate.
9. irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip of 25' or wider must be maintained between the limits of the irrigation system and all
perennial streams and surface waters per NC Statutes.

Sheet6
Narrative of Irrigation System Operation
- ;This design is for a "wetted acreage" determination for a new traveler for an existing facility. The acres were
calculated based on the equipment specified and the charts created by NCSU for calculating Area Allowances j
for Hard Hose Traveler Systems.
This irrigation system is designed with above -ground pipe. The system is designed to accommodate the flow
velocities, flow rates and pressure requirements associated with an Ocmis Model R211 traveler. The design of
the traveler system requires the use of a 1.08" ring nozzle in the gun. Each pull has a specific arc setting and
travel speed which must be used to achieve the desired application. This information is given In Table 2 of this
design. A detail of the traveler set-up point locations are included. The suction assembly for the pump to be
used should be a minimum of 6" aluminum. A pressure gauge should be Installed on the discharge side of the
pump where it can be seen during start up of the system.
Refer to owner's manual and irrigation dealer for information on maintenance, winterization, and operation of
system.

Sheet7
CALCULATIONS
Sprinkler Specifications
Sprinkler Type: Komet
Nozzle Size: 0.7 inches
Sprinkler Pressure: 50 psi
Flowrate(GPM): 100 gpm
Wetted Diameter: 250 feet
Lane Spacings
Desired Spacing {%):
70 %
Design Spacing(feet):
175 '`PVC irrigation pipe normally comes in 20' pieces,
so round to the nearest multiple of 20.
Actual Spacing (feet):
150 feet
Actual Spacing (%):
60 %
Application Rate
Application Rate =(96.3xFlowrate)/(3.1415x(.9xrad!us)squared)
Design App. Rate =
0.24 in/hr
300 degree arc =
0.29 in/hr 330 degree arc = 0.26 in/hr
220 degree arc =
0.40 in/hr
180 degree arc =
0.48 in/hr
Traveller Sneed
Travel speed =1.605 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) = 0.5 inches 360 degree arc = 2.14 ft/min
300 degree arc = 2.57 ft/min 330 degree arc = 2.33 ft/min
220 degree arc = 3.42 ft/min
180 degree arc = 4.28 ft/min
Mainline Velocity
Velocity = .408 x Flowrate / pipe diameter squared feet/sec.—
"For buried pipelines, velocity should be below 5 feet per second
Pipe size: inches
Velocity= #DIV/0! ff/sec.
Page 1

a
Sheet8 (2)
Bruce Nowell Farm, AWS960092
Acreage Calculations 6/13/2018
I
Width
Length
Acres
Total Acres
Start End
Stop End
Total
PuIL#_
�AFA
LU
�
midsection
midsectionLac.)
0.480
ac.
0,390
Pull Acres
200
550
2,525
2.525
3.40
AFB
150
555
1,911
1.911
0.400
0.310
2.62
AFC
150
335
1.154
2.033
.0.400
1 0.155
2.59
163
235
0.879
0.000
0.000
0.000
0.00
AFD
140
407
1.308
2.200
0.400
0.310
2,91
150
259
0.892
0.000
0,000
0.000
0.00
CFD
150
509
1.753
1,753
0.400
0.310
2.46
CFC
150
464
1.598
1.698
0.400
0.310
2,31
CFB
150
504
1.736
1.736
0.400
0.310
2.45
CFA
149
83
0,284
0.284
0.358
0.195
0,84
GFA1
187
326
1.399
2.185
0.480
0.390
3.05
260
171
0.785
0.000
0.000
0.000
0.00
GFA2
121
140
0.389
0.389
0.290
0.195
0.87
GFB1
125
184
0.528 1.524
0.480
0.390
2.39
200
217
0.996
0.000
0,000
0.000
0.00
GFB2
127
90
0.262
0.262
0.305
0,195
0.76
0
0
0.000
0.000
0.000
0.000
0,00
0
0
0.000
0.000
0.000
0.000
0.00
0
0
0.000
0.000
0.000
0.000
0.00
0
0 1
0,000
0.000
0.000
0.000
0.00
0
0
0.00o
0.000
0.000
0.000
0.00
Total Acres
26.66
Page 1

Bruce Howell Farm
A**89600®z
iniptlon Pulls
(Via ► bove—gmnd Pips)
2W
Ran Re
(T7443 Fld 2 & T2816 Fid 2)
Total Fid 2 = 23.10 Ac.
Wetted = 19.58 Ac.
GRAPHIC SCALE
400 a 200 400 800
{ IN FEET }
1. inch = 400 ft.
Soecificatians`Pulls.
Ocmis Troveler Model R2. 1
w/3"x115V Hose
Komet Sprinkler
0.7" Taper Bore Nozzle
0 50 PSI; 100 GPM;
Pull;; Acres .
AFA 3.40
AFB 2.62
AFC 2.59
AFO 2.91
CFO 2.46
CFC 2.31
CFB 2.45
CFA 0.84
GFA1 3.05
GFA2 0.87
CF81 2,39
CF82 0,76
Total 26.66
(T1544 Fid 1)
Total Fid 1 = 4.63 Ac.
Wetted = 19.58 Ac.
(Fld 3)
Total Fld 3 = 4.87 Ac.
Wetted - 19.58 Ac.
6/13/2018

1
OA
State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Non -Discharge Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
General Permit - Existing Liquid Animal Waste Operations
The following questions have been completed utilizing information on file with the Division. Please
review the information for completeness and make any corrections which are appropriate. If a
question has not been completed by the Division, please complete as best as possible. Do not leave
any question unanswered.
GENERAL INFORMATION:
1.1 Facility Name: Bruce Howell Farm
1.2 Print Land Owner's name: Norwood Bruce Howell
1.3 Mailing address: 168 Oak Heights Rd
City, State: Goldsboro NC
Telephone Number (include area code): 919-734-0490
1.4 County where facility is located: Wayne
Zip: 27530
1.5 Facility Location (Directions from nearest major highway. Please include SR numbers for state roads. Please include a
copy of a county road map with the location of the farm identified): Off U.S. Hwy 70 on Frankie's Lane in Wayne
County.
1.6 Print Farm Manager's name (if different from Land Owner):
1.7 Lessee's / Integrator's name (if applicable; please circle which type is listed): Sprin; Meadow Farm, Inc.
1.8 Date Facility Originally Began Operation: ]UREW 1 23(91
1.9 Date(s) of Facility Expansion(s) (if applicable):
OPERATION INFORMATION:
2.1 Facility No.: _iptio96_ (county number); _92 (facility number).
2.2 Operation Descrn: Swine operation
Feec�Ter to Finish
2448- Certified Design Capacity
Is the above information correct? yes; no. If no, correct below using the design capacity of the facility
The "No. of Animals" should be the maximum num er or which the waste management structures were designed.
Type of Swine No. of Animals Type of Poultry No. of Animals T ems+ ogle No. of Animals
0 Wean to Feeder 0 Layer 0 Dairy
0 Feeder to Finish 0 Non -Layer 0 Beef
0 Farrow to Wean (# sow) 0 Turkey
0 Farrow to Feeder (# sow)
0 Farrow to Finish (# sow)
Other Type of Livestock on the farm: _ No. of Animals:
FORM: AWO-G-E 5/28/98 Page 1 of 4 96 - 92

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system): 64.70 ; Required Acreage (as listed in the AWMP): 80
2.4 Number o lagoons storage ponds (circle which is applicable): 7
2.5 Are subsurface drains present within 100' of any of the application fields? YES or NO (please circle one))
2.6 Are subsurface drains present in the vicinity or under the lagoon(s)? YES or NO (please circle one)
2.7 Does this facility meet all applicable siting requirements? (Swine Farm Siting Act, NRCS Standards, etc.) (Swine Only)
YES or NO (please circle one)
What was the date that this facility's swine houses and lagoon were sited? 1/23/91
What was the date that this facility's land application areas were sited? 1/23/91
3. REQUIRED ITEMS CHECKLIST
Please indicate that you have included the following required items by signing_ your initials in the space provided next to each
item.
3.1 One completed and signed original and one copy of the application for General Permit - Animal
Waste Operations;
3.2 Two copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied;
3.3 Two copies of the entire Certified Animal Waste Management Plan (CAWMP). If the facility
does not have a CAWMP, it must be completed prior to submittal of a general permit
application for animal waste operations.
The CAWMP must include the following components:
3.3.1 The Waste Utilization Plan (WUP) must include the amount of Plant Available
Nitrogen (PAN) produced and utilized by the facility.
3.3.2 The method by which waste is applied to the disposal fields (e.g. irrigation,
injection, etc.)
3.3.3 A map of every field used for land application.
3.3.4 The soil series present on every land application field.
3.3.5 The crops grown on every land application field.
3.3.6 The Realistic Yield Expectation (RYE) for every crop shown in the WUP.
3.3.7 The PAN applied to every land application field.
3.3.8 The waste application windows for every crop utilized in the WUP.
3.3.9 The required NRCS Standard specifications.
3.3.10 A site schematic.
3.3.11 Emergency Action Plan.
3.3.12 Insect Control Checklist with chosen best management practices noted.
3.3.13 Odor Control Checklist with chosen best management practices noted.
3.3.14 Mortality Control Checklist with the selected method noted.
3.3.15 Lagoon/storage pond capacity documentation (design, calculations, etc.). Please be
sure to include any site evaluations, wetland determinations, or hazard classifications
that may be applicable to your facility.
3.3.16 Operation and Maintenance Plan.
If your CAWMP includes any components not shown on this list, please include the
additional components with your submittal.
FORM: AWO-G-E 5/28/98 Page 2 of 4 96 - 92

facility Number: 96 - 92
-ility Name: Bruce Howell Farm
4. APPLICANT'S CERTIFICATION:
I,
Norwood Bruce Howell
(Land Owner's name listed in question 1.2), attest that
this application for Bruce Howell Farm (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I un erstand that if all required parts of this
application are not pompleted and that if a required supporting information and attachments are not included, this application
package wi me o me as into ete. �y
Siana Lire /./fir Date
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
1, (Manager's name listed in question 1.6), attest that this
application for (Facility name listed in question 1.1)
has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that -if all required parts of this
application are not completed and that if all required supporting information and attachments are not included, this application
package will be returned as incomplete.
Signature
Date
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
WATER QUALITY SECTION
NON -DISCHARGE PERMITTING UNIT
POST OFFICE BOX 29535
RALEIGH, NORTH CAROLINA 27626-0535
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-G-E 5/28/98 Page 3 of 4 96 - 92

kal

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Wettable Acres Determination Certir
Namc
e of Facility: a
no
n
4wner(s) Name:ry Facility Number:( 12 • Q7.7
Mailing Address: 8 { Phone No: �q2
�I `- �� 7 12r_, �-, r _ r
By signing this form, Wettable Acres Deterthe facility owner and Technical Specialist
mination. All necessary Wettable Ac
were completed to conduct a Wettable q acknowledge the
calculations completion of the
cre
res Determination Field Data Sheets and
Utilization PIan has been amended as necessary to reflect Determination.
worksheets, calculations, and other Wetted The facility s Waste
applicable Waste Utilization Plan and Wettable Acre De actual wetted acreage. q co
Acres Determination documents, along copy °f all
the local Soil and Water Conservation District. q co g with the
Determination Certification will be filed with
specialist
al Waste Management planpy will also be kept on site with the Certified
specialist and .filed with the Soil and Water Conservation District
Any future modifications must be approved modifications to the existing irrigation system or an em to a technical
adequately address the waste rn prior to implementation. If any
Professional Engineer has certified the design and installationy new irrigation equipment was required to
management needs of this facility, an Irrigation Specialist or
below.
Owner Name:
Owner Signature:
Date:
Technical Specialist Name:_
Technical Specialist Signature:
77—
If assisted by an irrigation Specialist or Professional Engineer Animal waste a g r please read and sign below:
application equipment has been designed or modified to a
accommodate the waste management p an application equipment has been installed accordhn to Nrdm to apply waardste as necessary to
g RCS Standards andStand
S for use, Animal waste
Irrigation Specialist/pE Name:
Irrigation Specialist/PE Signature:
Submit this form to:
NC Division of Water Resources
Animal Feeding Operations Unit
1636 Mail Service Center
Raleigh, NC 27699-1636
WADC - 2106
Date:

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tjoL.J1W. JrIte States
Oapartment of
Agriculture Wayne County, North Carolina
Farm 10594
Tract 2812
2018 Program Year
CLU Acres HEL Crop
1 2.87 NHEL
2 0.21 UHEL Ron cropland
3 0:49 UHEL Noncro land
Page Cropland Total; 2.87 acres
Map Created October 12, 2017
Base Image Layer flown in 2016
Commo n Land Unit
Cropland
Non -Cropland
Tract Boundary
Wetland Determination Identifiers
® Restricted Use
C Limited Restrictions
J Exempt from Conservation
Compliance Provisions
ducerand/or the NAIP imagery. The producer
�apie m the size, snape, or specific determination of the area. Refer to your original determination (CPA-026 and attached maps)damage fo for ncurred boundare s and dieterminationsofany user'sorance on this rcont contact NRCS�ata outside FSA Programs.

USDA Unilsdslalos
y— Doparlmonl of
Agriculture Wayne County, North Carolina
Wayne
Farms 10601
Tract 2816
2018 Program Year
CLLi Acres HEL Crop
1 0.88 NHEL
2 11.27 TMEL
3 6-2 UHEL Noncro land
5 0.16 NHEL Noncropland
11 705 tDHEL Noncroolaod
13 0.99 NHFL
15GHEL Noncropland
Page Cropland Total: 13.14 acres
Ij,ii;Z7"
I— hoer Mtgoh
Map Created October 12, 2017
Base Image Layer flown in 2016
,,t" Common Land Unit
�' Cropland
Non -Cropland
Tract Boundary
Welland Dotorminalfon Identifiers
? Rosldcted Use!
r 0 175 350 700 Limited Restrictions
Exempt from Conservation
Feet Compliance Provisions
USDA FSA maps ,,a for FSA program admhislratbri only. This map does not represent a legal sunoy ar rcf4 cl aomai o5;nerohip; rather ildppids the iaformallon provided diraelly from fhe ploducor andfor Ilia NAIP Imngary. The producr
.1o"Pls the data :as s' and assumes as Asks associalod with is use. The USDA Farm ScnScc Agencyassumos no responru:6ly lot actual or ponseQOLMral damage Incurred As n rasull of Any user's fdliallcc en this data outside FSA Pregrnms.
1Ya11-tl ,dCnlinC!s do not rcprcr« cenl IhO e. 3hnpo, or Spoelfil dol9rmin0on of Ilia area. serer 40 yau: priainal dulSrtmrralrn ICFA•e2a and attached map,)for a%pet bountlpnns and delerminolions or COn:atl NRC3

USDA unliadstatas
Agpaof
Agriculture
Wayne County, North Carolina
uhuro
Wayne
0 175 350 700
law feet
Farm 10594
Tract 1544
2018 .Program Year
Page Cropland Total: 4.13 acres
Lj,1Z
G-1 F4
Map Crealetl October 12, 2017
Base Image Layer llown in 2016
Common Land Unit
Cropland
Non -Cropland
Tract Boundary
Welland Determination Identifiers
fir Restricted Usc
Limited Restrictions
Exempt from Consomalton
Compliance Provisions
USDA FSA maps are for FSA Program adminislrauon only. This map does not represent a legal survey or rolled actual mrnorship; rather it depicts the information p.ovlded directly from Iho pioducar ondlor the NAIP imagery. The producer
accepls the dota'as is' and ossumes all risks associated whh its use, The USDA Farm Scrv,ce Agency assumes no asponsibaity ter actual or consequential damage incurred as arospll of any user's reliance on this data oulsido FSA Programs.
Yvopend identife m do not reprocent the sire. shape, or specific dolormmauan of the Aron. Rnforlo your ohglnol datermina6on (CPA•026 and attaehed mapstyor exact boundan¢s and dolermmalions er eonlact MRCS.

USDA ❑nsled stales
Aglicumrcldf
1� inrayne County, North Carolina
Farm 10594
Tract '74'43
2018 Program Year
q 3.33 7H L I Nerlcropland
Page Cropland Toiah 24;03 acres
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Map Created October 12. 2017
a Base Image Layer flovm in 2016
Common Land Unit
Cropland
`� Non•Cropland
Rom. �Trool Boundary
Welland Dalarminallo n Idonliflars
0 Rosldeled Use
Limited Restrictions
fl 175 350 700
1 r Exampt from Construction
fri -(il'•-prgej Complianco Provisions
t:SCA f SA neaps a•e rar FSA Prag-am admi:isual'm only. This map does not reprosonl a Ieaol sumay orraflocl actual ov:norship; rather R depicts Iha informa4on provided direeW Iron Iho produwrandror the NNP Uola ory. The producar
accepts Ina Jala'as i; and assuT es n't dss essaeialsd w'h itls use,'yhe USDA Farm 8emiee Ag¢ncy assumes no mzponsibiiiy for actual at conecyuentinl damago incurred no a'caulk of any usats m0anca on this dola outside FSA Praarams
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Swine Farm Waste Management Odor Control Checklist
.,,....e )eWs to Minimize Odor Site Specific Practices
Cause
Swine
Animal body surfaces • Dirty manure -covered animals
Floor surfaces • Wet manure -covered floors
Manure collection pits • Urine;
Partial microbial decomposition
fil Vegetative or wooded buffers;
0 Recommended best management practices;
® Good judgment and common sense
A Dry floors
® Slotted floors;
.0 Waterers located over slotted floors;
❑ Feeders at high end of solid floors;
❑ Scrape manure buildup from floors;
❑ Underfloor ventilation for drying
O Frequent manure removal by flush, pit recharge,
or scrape;
O Underfloor ventilation
Ventilation exhaust fans
• Volatile gases;
Fan maintenance;
Dust
Efficient air movement
JM
Washdown between groups of animals;
Indoor surfaces
• Dust
®
Feed additives;
O
Feeder covers;
®
Feed delivery downspout extenders to feeder
'
Flush tanks
Agitation of recycled lagoon
tanks are filling
❑
O
ce++►ers
Flush tank covers;
Extend fill lines to near bottom of tanks with
liquid while
anti -siphon vents
• Agitation during wastewater
O
Underfloor flush will, underfloor ventilation
Flush alleys
conveyance
Agitation of recycled lagoon
0
Extend recharge lines to near bottom of pits
Pit recharge points
liquid while pits are filling
with anti -siphon vents
Lift stations •
Outside drain collection •
or junctionboxes
Agitation during sump tank
filling and drawdown
conveyance
ng wastewater
❑ Sump tank covers
O Box covers

BMPs to Minimize Oddr Site Specific Practices
Source
•
Cause
Agitation during wastewater
a
Extend discharge point of pipes underneath
End of drainpipes at
lagoon liquid level
lagoon
•
conveyance
Volatile gas emissions;
to
Proper lagoon liquid capacity;
Lagoon surfaces
•
Biological mixing;
a
Correct lagoon startup procedures;
•
Agitation
91
Minimum surface area -to -volume ratio;
191
Minimum agitation when.pumping;
❑
Mechanical aeration;
O
Proven biological additives
Irrigation sprinkler
•
Hi pressure agitation;
1� P
19
Irrigate on dry days with little or no wind;
�•
nozzles
•
Wind drift
�
Minimum recommended operating pressure;
®
Pump intake near lagoon liquid surface;
O
Pump from second -stage lagoon
Storage tank or basin
•
Partial microbial decomposition;
[IBottom
or midlevel loading;
surface
a
Mixing while filling;
O
Tank covers;
Agitation when emptying
D
Basin surface mats of solids;
O
Proven biological additives or oxidants
Partial microbial decomposition;
O
Extend drainpipe outlets underneath liquid
Settling basin surface
Mixing while filling;
level;
•
Agitation when emptying
O
Remove settled solids regularly _
Manure, slurry or sludge
•
Agitation when spreading;
O
Soil injection of slurry/sludges;
from spreader after use;
spreader outlets
.
Volatile gas emissions
❑
O
Wash residual manure
Proven biological additives or oxidants
0
Volatile gas emissions while
O
Soil injection of slurry/sludges
Uncovered manure,
slurry or sludge on field
drying
O
Soil incorporation within 48 hrs.;
surfaces
O
Spread in thin uniform layers for rapid drying;
❑
Proven biological additives or oxidants
Dead animals
Carcass decomposition
CRk
Proper disposition of carcasses
carcasses in burial pits;
Dead an disposal
•
Carcass decomposition
O
Complete covering of
location/construction of disposal pits
pits
O
Proper
•
Incomplete combustion
0
Secondary stack burners
Incinerators

Source Cause BMPs to Minimize Odor Site Specific Practices
Standing water around . Improper drainage; IN Grade and landscape such that water drains
facilities . Microbial decomposition of away from facilities
organic matter
Manure tracked onto • Poorly maintained access roads Farm access road maintenance
public roads from farm
access
Additional Information :
Swine Manure Management; 0200 Rule/BMP Packet
Swine Production Farm Potential Odor Sources and Remedies ; EBAE Fact Sheet
Swine Production Facility Manure Management: Pit Recharge - Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush - Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage ; . EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program ; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PROI07, 1995 Conference Proceedings
Available From:
NCSU, County Extension Center
NCSU -BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - BAE
NCSU - Swine Extension
NC Pork Producers Assoc
NCSU Agri Communications
Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source Cause BNQ's to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters • Accumulation of solids O Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
0 Remove bridging of accumulated solids at
Lagoons and Pits • Crusted Solids ® Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6 -
8 inches over more than 30% of surface.
Excessive Vegetative • Decaying vegetation 9f Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry Systems
Feeders • Feed Spillage O Design, operate and maintain feed systems (e.g.,
bunkers and troughs) to minimize the
accumulation of decaying wastage.
9 Clean up spillage on a routine basis (e.g., 7 -10
day interval during summer; 15-30 day interval
during winter).
Feed Storage Accumulations of feed residues Cl Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment (e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.

Source Cause BMPs to Control Insects• Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes O Eliminate low areas that trap moisture along
and feed wastage fences and other locations where 'waste
accumulates and disturbance by animals is
minimal.
0 Maintain fence rows and filter strips around
animal holding areas to minimize
accumulations of wastes (i.e., inspect for and
remove or break up accumulated solids as
Dry Manure Handling • Accumulations of animal wastes 0 Remove spillage on a routine basis (e.g., 7 - 10
Systems day interval during summer; 15-30 day interval
during winter) where manure is loaded for land
application or disposal.
0 Provide for adequate drainage around manure
stockpiles.
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and
manure handling areas as needed.
For more information contact the Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University,
Raleigh, NC, 27695-7613.

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

Insect Control Checklist for Animal Operations
Source Cause
BMPs to Control Insects Site Specific Practices
Deed storage Accumulations of feed
® Reduce moisture accumulation within and around
residues
immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products)
® Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
Animal holding areas Accumulations of animal
® 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
(i.e., inspect for and remove or break up
accumulated solids as needed) _
Dry manure handling • Accumulations of animal ® 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
® Provide for adequate drainage around manure
stockpiles
® Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
For more information contact:
Cooperative Extension Service, Department of Entomology, Box 7613, North Carolina State University, Raleigh, NC 27695-7613.
AMIC - November 11, 1996, page 2

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

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

2) local SWCD office, phone number:
3) local MRCS office, phone number:
4. If none of the above works call 911 or the Sheriffs Department ent and explain your problem
to them and ask that person to contact the proper agenciesY
5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name-
b. Contractors Address:
c. Contractors Phone:
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer,
etc.)
a. Name:
b. Phone:
7. Implement procedures as advised by DWR and technical s
istance agencies to rectify
the damage, repair the system, and reassess the was management plan to keep problems
with release of wastes from happening again.
3 November 23, 2016