310475_Permit Renewal Application 2019_20190410

State of North Carolina
Department of Environment and Natural Resources
Division of Water Quality
Animal Feeding Operations Permit Application Form
(THIS FORM MAY BE PHOTOCOPIED FOR USE AS AN ORIGINAL)
State General Permit - Existing Animal Waste Operations
1. GENERAL INFORMATION:
1.1 Facility name: R 'mQaA.oU'S
1.2 Print Land Owner's name: \ k.Q 5 —eo-SA-v-4 t a rarer
1.3 Mailing address:e--
City, State: Zip:
TelephoneCityState:number (include area code): ( Rb) 3 s Loa
1.4 Physical address: 1 \o \ 7-_ Q S%r��c e� ca+.e_A ?i& •
, eo G.tj,\\.c-- 1 \ `O-- Zip: ZS5- l
Telephone number (include area code): (Q 1 O) 3%S 41 2 S
1.5 County where facility is located:: \'.
1.6 Facility location (directions from nearest major highway, using SR numbers for state roads):
1.7 Farm Manager's name (if different from Land Owner):
Q1- -E>ec.-J o S . \-1
1AL . c5Iec
1.8 Lessee's / Integrator's name (if applicable; circle which type is listed): t‘li\s cS U 4 C
1.9 Facility's original start-up date: \ 4S Date(s) of facility expansion(s) (if applicable):
2. OPERATION INFORMATION:
2.1 Facility number: 3
2.2 Operation Description:
Please enter the Design Capacity of the system. The "No. of Animals" should be the maximum number for which the waste
management structures were designed.
Type of Swine
Wean to Feeder
&Feeder to Finish
❑ Farrow to Wean (# sow)
❑ Farrow to Feeder (# sow)
❑ Farrow to Finish (# sow)
0 Wean to Finish (# sow)
❑ Gilts
❑ Boar/Stud
No. of Animals
?, tf1c6
❑ Other Type of Livestock on the farm:
FORM: AWO-STATE-G-E 1/10/06
Type of Poultry
❑ Layer
❑ Non -Layer
❑ Turkey
0 Turkey Points
No. of Animals Type of Cattle No. of Animals
❑ Beef Brood Cow
❑ Beef Feeder
❑ Beef Stocker Calf
❑ Dairy Calf
❑ Dairy Heifer
❑Dry Cow
❑ Milk Cow
No. of Animals:
Page 1 of 5

2.3 Acreage cleared and available for application (excluding all required buffers and areas not covered by the application
system)3 d'tgRequired Acreage (as listed in the CAWMP): 30. ( LA
2.4 Number of lagoons: o. Total Ca aci cubic feet a1 t, T e ' L la 4
p ty ( Required Capacity (cubic feet): 15 t
Number of Storage Ponds: Total Capacity (cubic feet): Required Capacity (cubic feet):
2.5 Are subsurface drains present within 100' of any of the application fields?
2.6 Are subsurface drains present in the vicinity or under the waste management system?
2.7 Does this facility meet all applicable siting requirements?
3. REQUIRED ITEMS CHECKLIST:
YES or
circle one)
circle one)
(circle one)
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 two copies of the application for State General Permit -
Animal Waste Operations;
3.2 Three copies of a general location map indicating the location of the animal waste facilities and
field locations where animal waste is land applied and a county road map with the location of the
facility indicated;
3.3 Three 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 permit application for
animal waste operations.
A licants Initials
The CAWMP must include the following components. Some of these components may not have been required at the time
the facility was certified but should be added to the CAWMP for permitting purposes:
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. (Composting, waste transfers, etc.)
FORM: AWO-STATE-G-E 1/10/06 Page 2 of 5

4. APPLICANT'S CERTIFICATION:
(Land Owner's name listed in question 1.2), attest that
this application for ?Ve.,e \ ..4 ¶-.k-ee &o , _,( er' (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 to me as incomplete.
Signature k
ice'^ Date — 1 .a1
5. MANAGER'S CERTIFICATION: (complete only if different from the Land Owner)
I' (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 Dale
THE COMPLETED APPLICATION PACKAGE, INCLUDING ALL SUPPORTING INFORMATION AND MATERIALS,
SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NORTH CAROLINA DIVISION OF WATER QUALITY
AQUIFER PROTECTION SECTION
ANIMAL FEEDING OPERATIONS UNIT
1636 MAIL SERVICE CENTER
RALEIGH, NORTH CAROLINA 27699-1636
TELEPHONE NUMBER: [phone]
FAX NUMBER: [phone]
FORM: AWO-STATE-G-E 1/10/06 Page 3 of 5

6. SURFACE WATER CLASSIFICATION:
This form must be completed by the appropriate DWQ regional office and included as a part of the
project submittal information.
INSTRUCTIONS TO NC PROFESSIONALS:
The classification of the downslope surface waters (the surface waters that any overflow from the facility would flow toward) in
which this animal waste management system will be operated must be determined by the appropriate DWQ regional office.
Therefore, you are required, prior to submittal of the application package, to submit this form, with items 1 through 6
completed, to the appropriate Division of Water Quality Regional Aquifer Protection Supervisor (see page 6 of 10). At a
minimum, you must include an 8.5" by 11" copy of the portion of a 7.5 minute USGS Topographic Map which shows the
location of this animal waste application system and the downslope surface waters in which they will be located. Identify the
closest downslope surface waters on the attached map copy. Once the regional office has completed the classification,
reincorporate this completed page and the topographic map into the complete application form and submit the
application package.
6.1 Farm Name:
6.2 Name & complete address of engineering firm:
Telephone number: ( )
6.3 Name of closest downslope surface waters:
6.4 County(ies) where the animal waste management system and surface waters are located
6.5 Map name and date:
6.6 NC Professional's Seal (If appropriate), Signature, and Date:
TO: REGIONAL AQUIFER PROTECTION SUPERVISOR
Please provide me with the classification of the watershed where this animal waste management facility
constructed or field located, as identified on the attached map segment(s):
Name of surface waters:
11 be or has been
Classification (as established by the Environmental Management Commission):
Proposed classification, if applicable:
Signature of regional office personnel:
(All attachments must be signed)
Date:
FORM: AWO-STATE-G-E 1/10/06 Page 4 of 5

DIVISION OF WATER QUALITY REGIONAL OFFICES (9/05)
Asheville Regional APS Supervisor
2090 U.S. Highway 70
Swannanoa, NC 28778
[phone]
Fax [phone]
Avery Macon
Buncombe Madison
Burke McDowell
Caldwell Mitchell
Cherokee Polk
Clay Rutherford
Graham Swain
Haywood Transylvania
Henderson Yancey
Jackson
Fayetteville Regional APS Supervisor
225 Green Street, Suite 714
Fayetteville, NC 28301-5094
[phone]
Fax [phone]
Anson Moore
Bladen Richmond
Cumberland Robeson
Harnett Sampson
Hoke Scotland
Montgomery
Winston-Salem Regional APS Supervisor
585 Waughtown Street
Winston-Salem, NC 27107
[phone]
Fax [phone]
Alamance
Alleghany
Ashe
Caswell
Davidson
Davie
Forsyth
Guilford
Rockingham
Randolph
Stokes
Surry
Watauga
Wilkes
Yadkin
Washington Regional APS Supervisor
943 Washington Square Mall
Washington, NC 27889
[phone]
Fax [phone]
Beaufort Jones
Bertie Lenoir
Camden Martin
Chowan Pamlico
Craven Pasquotank
Currituck Perquimans
Dare Pitt
Gates Tyrell
Greene Washington
Hertford Wayne
Hyde
Mooresville Regional APS Supervisor
610 East Center Avenue
Mooresville, NC 28115
[phone]
Fax [phone]
Alexander Lincoln
Cabarrus Mecklenburg
Catawba Rowan
Cleveland Stanly
Gaston Union
Iredell
FORM: AWO-STATE-G-E 1/10/06
Raleigh Regional APS Supervisor
1628 Mail Service Center
Raleigh, NC 27699-1628
[phone]
Fax [phone]
Chatham Nash
Durham Northampton
Edgecombe Orange
Franklin Person
Granville Vance
Halifax Wake
Johnston Warren
Lee Wilson
Wilmington Region APS Supervisor
127 Cardinal Drive Extension
Wilmington, NC 28405-3845
[phone]
Fax [phone]
Brunswick
Carteret
Columbus
Duplin
New Hanover
Onslow
Pender
Page 5 of 5

Nutrient Management Plan For Animal Waste Utilization
04-23-2003
This plan has been prepared for:
Rufus Rouse Rarm
Rufus Rouse
1290 Pasture Branch Road
Beulaville, NC 28518
910-298-3543
This plan has been developed by:
Johnny L Lanier
Duplin Soil & Water
PO Box 219
Kenansville, NC 28349
910-296-2120
Develo
Signature pe gn e
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal wash
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) Date
Signature (manager or producer) Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices adopted
by the Soil and Water Conservation Commission.
Plan Approved By c .—. / •- t y43 /6 3
Technical S cialist Signature Date
715203 Database Version 2.0 Date Printed: 04-23-2003 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 3,428,046 gals/year by
a 3,698 animal Swine Finishing Lagoon Liquid operation. This production
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
7896
Incorporated
13560
Injected
14933
Irrigated
8582
Actual PAN Applied
(Pounds)
Actual Volume Applied
(Gallons)
Volume Surplus/Deficit
(Gallons)
Year 1
8,732.50
3,457,178
-29,132
Note: In source ID, S means standard source, U means user defined source.
715203 Database Version 2.0 Date Printed: 04-23-2003
Source Page 1 of I

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 Summa
Tract
Field
Leaching
Index(LD
Soil Series
Crop Sequence
RYE
1758
hl
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
•6.3 Tons
1758
h10
MA
Pactolus
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
•6. 3 Tons
1758
h2
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
•6.3 Tons
1758
h3
N/A
Mervyn
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
•6.8 Tons
1758
h4
N/A
Mervyn
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
•6.8 Tons
1758
115
N,'A
Mervyn
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
*6.8 Tons
1758
h6
N/A
Pactolus
Small Grain Overseed
1.0 Tons
Hybrid Bermudegrass Pasture
•6.3 Tons
1758
h7
N/A
Pactolus
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
•6.3 Tons
1758
h8
N/A
Pactolus
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
•6.3 Tons
1758
h9
N/A
Pactolus
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
•6.3 Tons
LI
Potential Leaching
Technical Guidance
< 2
Low potential to contribute to
soluble nutrient leaching below the
root zone.
None
> = 2 ez
<= 10
Moderate potential to contribute to
soluble nutrient leaching below the
root zone.
Nutrient Management (590) should be planned.
> 10
High potential to contribute to
soluble nutrient leaching below the
root zone.
Nutrient Management (590) should be planned Other conservation practices that improve the
soils available water holding capacity and improve nutrient uR efficiency should be
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
715203 Database Version 2.0 Date Printed: 04-23-2003
NOTE: Symbol * means user entered data.
PCS Page 1 of 1

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 wi II 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.
Depending on the requirements of the crop and the nutrient content of the waste, some nutrients will likely be over or under applied if animal waste is being
utilized. Waste should be analyzed before each application cycle and annual soil tests are required if animal waste is being applied. Soil tests should be used to
balance the nutrient application amounts with the realistic yields of the crop to be grown. Nutrient management plans may require that the application of animal
waste be limited so as to prevent over application of phosphorous when excessive levels of this nutrient are detected in a field.
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Cron
RYE
Apnllc.
Period
Nitrogen
PA
Nutrient
Req'd
(Ihs'A)
Comm.
Fert.
Nutrient
Applied
(Ihc/A1
Res.
(lbs/A)
Auntie.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Ibs/A
1000
gal/A
tons
1000 gals
tons
1758
hl
S7
Autryville
1.78
1.78
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19,96
0
35.53
0.00
1758
hl
S7
Autryville
1.78
1.78
Hybrid Bermudagrass Pasture
*6.3 Tons
*3/1-10/31
*235
0
0
Inig.
235
93.87
0
167.09
0.00
1758
h10
57
Pactolus
3.38
3.38
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
11.98
0
40.48
0.00
1758
h10
S7
Pactolus
3.38
3.38
Hybrid Bermudagrass Pasture
*6.3 Tons
*3/1-10/31
*235
0
0
Irrig.
235
93.87
0
317.28
0.00
1758
h2
S7
Autryville
2.37
2.37
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
IrriP.
50
19.96
0
47.31
0.00
1758
h2
S7
Autryville
2.37
2.37
Hybrid Bermudagrass Pasture
*6.3 Tons
*3/1-I0/31
*235
0
0
Irrig.
235
93.87
0
222.47
0.00
1758
h3
S7
Marvyn
2.80
1.16
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.96
0
23.15
0.00
1758
h3
S7
Marvyn
2.80
1.16
Hybrid Bermudagrass Pasture
*6.8 Tons
*3/1-I0/31
*255
0
0
brig.
255
101.86
0
118.16
0.00
1758
h4
S7
Marvyn
2.91
2.91
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.96
0
58.08
0.00
1758
h4
S7
Marvyn
2.91
2.91
Hybrid Bermudagrass Pasture
*6.8 Tons
*3/1-10/31
*255
0
0
Irrig
255
101.86
0
296.41
0.00
715203
Database Version 2.0
Date Printed: 4/23/03
WUT Page 1

Waste Utilisation Tabl
Tract
Field
Source
I.D.
Soil Series
Total
Acre
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbstA)
Comm.
Fert.
Nutrient
Applied
(lbs/41
Res.
(Ibs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
Liquid
Manure
Applied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
Ibs/A
1000
gallA
tons
1000 gals
tons
1758
h5
S7
Marvyn
3.06
3.06
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
'mg.
50
19.96
0
61.08
0.00
1758
h5
S7
Marvyn
3.06
3.06
Hybrid Bermudagrass Pasture
*6.8 Tons
*3/1-10/31
*255
0
0
Irrig.
255
101.86
0
311.68
0.00
1758
h6
S7
Pactolus
3.53
3.53
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.96
0
66.87
0.00
1758
h6
S7
Pactolus
3.53
3.53
Hybrid Bennudagrass Pasture
*6.3 Tons
*3/1-10/31
*235
0
0
Irrig.
235
93.87
0
331.36
0.00
1758
h7
S7
Pactolus
2.45
2.45
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
lrrig.
50
19.96
0
48.90
0.00
1758
h7
S7
Pactolus
2.45
2.45
Hybrid Bermudagrass Pasture
*6.3 Tons
*3/1-10/31
*235
0
0
Irrig.
235
93.87
0
229.98
0.00
1758
h8
S7
Pactolus
4.65
4.65
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig,
50
19.96
0
92.81
0.00
1758
h8
S7
Pactolus
4.65
4.65
Hybrid Bermudagrass Pasture
*6.3 Tons
*3/1-10/31
*235
0
0
Irrig.
235
93.87
0
436.49
0.00
1758
h9
S7
Pactolus
4.85
4.85
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
19.96
0
96.81
0.00
1758
h9
S7
Pactolus
4.85
4.85
Hybrid Bermudagrass Pasture
*6.3 Tons
*3/1-10/31
*235
0
0
Irrig.
235
93.87
0
455.26
0.00
Total Applied, 1000 gallons
3,457.18
Lagoon Liquids
Total Produced, 1000 gallons
3,428.05
..
Balance, 1000 gallons
-29.13
;,.. -..
Total Applied, tons
0.00
Manure Solids
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.
715203 Database Version 2.0 Date Printed: 4/23/03
WUC Page 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
(inches/hour)
Application Amount
(inches)
1758
hl
Autryville
0.60
0.72
1753
h10
Pactol us
0.75
048
1758
h2
Autryville
0.60
0.72
1758
h3
Marvyn
0.50
0.96
1758
h4
Marvyn
0.50
0.96
1758
h5
Marvyn
0.50
0.96
1758
h6
Pactol us
0.75
0.48
1758
h7
Pactolus
0.75
0.48
1758
h8
Pactolus
0.75
0.48
1758
h9
Pactolus
0.75
0.48
715203 Database Version 2.0
Date Printed: 04-23-2003 IAF Page 1 of 1

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 Cates. 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 concem. Soils containing very high phosphorous levels may also be a
concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
13.16
46.36
92.72
139.08
Hay 6 ton R.Y.E.
300
26.32
23.18
46.36
69.54
Soybean 40 bu
160
14.04
43.46
86.92
130.39
715203 Database Version 2.0 Date Printed: 04-23-2003 Sludge Page 1 of 1

The Available Waste Storage Capacity table provides an estimate of the number of days of storage capacity
available at the end of each month of the plan. Available storage capacity is calculated as the design
storage capacity in days minus the number of days of net storage volume accumulated. The start date is a
value entered by the user and is defined as the date prior to applying nutrients to the first crop in the plan at
which storage volume in the lagoon or holding pond is equal to zero.
Available storage capacity should be greater than or equal to zero and less than or equal to the design
storage capacity of the facility. If the available storage capacity is greater than the design storage capacity,
this indicates that the plan calls for the application of nutrients that have not yet accumulated. If available
storage capacity is negative, the estimated volume of accumulated waste exceeds the design storage volume
of the structure. Either of these situations indicates that the planned application interval in the waste
utilization plan is inconsistent with the structures temporary storage capacity.
AvailabI
Source Name
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
10/30
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
125
1
2
110
1
3
107
1
4
108
1
5
138
1
6
169
1
7
180
1
8
180
1
9
180
1
10
176
1
11
152
1
12
127
* Available Storage Capacity is calculated as of the end of each month.
715203 Database Version 2.0
Date Printed: 04-23-2003 Capacity Page 1 of 1

Required Specifications For Animal Waste Manaeement
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer either
owns or has an agreement for use of adequate land on which to properly
apply the waste. If the producer does not own adequate land to properly
dispose of the waste, he/she shall provide evidence of an agreement with a
landowner, who is within a reasonable proximity, allowing him/her the use
of the land for waste application. It is the responsibility of the owner of the
waste production facility to secure an update of the Nutrient Management
Plan when there is a change in the operation, increase in the number of
animals, method of application, receiving crop type, or available land.
3, Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre per
year. Waste may be applied to land eroding at more than 5 tons per acre
per year but less than 10 tons per acre per year provided grass filter strips
are installed where runoff leaves the field (see USDA, NRCS Field Office
Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift from
the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste will
be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season prone to
flooding (see "Weather and Climate in North Carolina" for guidance).
715203 Database Version 2.0 Date Printed: 4/23/03 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.
715203 Database Version 2.0 Date Printed: 4/23/03 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.
715203 Database Version 2.0
Date Printed: 4/23/03 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.
715203 Database Version 2.0 Date Printed: 4/23/03 Specification Page 4

Crop Notes
The following crop note applies to field(s): h10, h6, h7, h8, h5
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-I 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 Ibs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remainin{
N should be applied during the months of February -March.
The following crop note applies to field(s): h3, h4, h.
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-I 1/2
bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remainin{
N should be applied during the months of February -March.
715203 Database Version 2.0 Date Printed: 04-23-2003 Crop Note Page 1 of 3

The following crop note applies to field(s): hl, h;
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
1 5-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for each weel.
seeding is delayed beyond the optimum time. See the seeding rates table for applicable seeding rate
modifications in the current NCSU "Small Grain Production Guide". Also, increase the initial seeding rate
by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and rye at 1-1 1/2
bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is essential. Review the
NCSU Official Variety "green book" and information from private companies to select a high yielding
variety with the characteristics needed for your area and conditions. Apply no more than 30 lbs/acre N at
planting. Phosphorus and potash recommended by a soil test can also be applied at this time. The remainin€
N should be applied during the months of February -March.
The following crop note applies to field(s): h 10, h6, h7, h8, hS
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. l 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 anc
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.
715203 Database Version 2.0 Date Printed: 04-23-2003 Crop Note Page 2 of 3

The following crop note applies to field(s): h3, h4, h`
Bermudagrass: CP, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and wind.
For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a rate of
30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing conditions.
Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row. For
broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus, potassium anc
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): hl, h
Bermudagrass: CP, 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 anc
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.
715203 Database Version 2.0 Date Printed: 04-23-2003 Crop Note Page 3 of 3

CAWMP Wettable A --re Traveling Gun Field Data sheet 21099
Hard Hose Traveling Gun System
FIELD DATA SHEET *
1. Make and model number {-!o L�
2. Hose length q € 5 [feet] and hose inside diameter (ID) 3 [inch]
3. Gun make and model number HO;7% />
4. Gun nozzle size 1 e / SS [inch], ], / g ring orifice, taper bore orifice.
5. Gun arc angle a 5` [degrees]
6. Travel lane spacing 900 [feet]. Indicate whether uniform, random.
Number of exterior hydrants -7 . Number of interior hydrants 3
7. Gun wetted diameter Q yQ [feet]. ...measured, based on gun chart.
Gun pressure b [psi]., -----observed at working gauge,
determined from gun charts, calculated (show calculations)
Operating pressure at hose reel go [psi]. observed at working gauge,
provided by owner.
Supply line size // [inch] (from pump to last hydrant).
Supply line length ;, ;91. feet (maximum pumping distance).
Supply line type PVC, ✓ aluminum.
Pump make and model number
`* 14. Pump capacity, [Qom].
* * 15. Engine make and model number
or
* * 16. Electric motor horsepower and rpm
[hp]
Note: It is strongly recommended that operating pressure at the reel and gun wetted
diameter be field determined.
Locate each hydrant on a copy: of the map. Indicate the start and stop of the sprinkler can
for each travel lane and show distance traveled. Show the location of the supply line.
Irrigated acres will be determined by travel lane
Optional data, furnish where possible..
Si n2fure'of Owner or Facility Reprsenative signature of Technical Specialist
Information furnished by
i
and/or 1 L
Printed Name of Owner or Facility Representative
Printed name of Technical Specialist
Date Date
1,o
*** Only the person or persons collecting the data should sign the data sheet.

CFO. NIP Wettable.Act
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm Number (Identification) 1 % 5 & Field Number (Identification) 1
2. Irrigation System Designation ✓Existing Irrigation System New/ Ezpanded Irrigation System
3. Number of Travel Lanes # Interior Lanes i / # Exterior Lanes 220 [feet] Length of pull(L1)
# Interior Lanes # Exterior Lanes t{ 0 L [feet] Length of pull(L2)
# Interior Lanes # Exterior Lanes [feet] Length of pull(L3)
4. Wetted Diameter D [feet] From field data sheet
5. Spacing c -) _' Hydrant Spacing [feet] S 3 [as percent of wetted diameter]
6. Hydrant Layout Multiple Hydrants ✓Single Hydrant Excessively spaced Hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel Lane Length (L1) Interior or Exterior (Lane/Hydrant)
, rf e] (a) Acres start end of pull from Table I_ $ ^ Column r .
/ ; (b) Acres middle portion of pull (LI)
{Pull Length; a [feet] X Wetted Width /g 7 [feet]} / 43,560
, ! I (c) Acres stop end of pull from Table . =p 7 Column
L% ' Total acres for Travel Lane Length (LI) (Sum: a + b + c)
Travel Lane Length (L2) Interior or =-Exterior (Lane/Hydrant)
49 (a) Acres start end of pull from Table ? 615 Column E.
L' (b) Acres middle portion of pull (LI)
{Pull Length" 0(' [feet] X Wetted Width "/ [feet]} / 43,560
, I / (c) Pares stop end of pull from Table E ry 3 Coh:mn C
,r- 7 Total acres for Travel Lane Length (L2) (Sum: a + b + c)
Travel Lane Length (L3) Interior or Exterior (Lane/'Hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (LI)
{Pull Lenath [feet] X Wetted Width [feet]) / 43,560
(c) Acres stop end of pull from Table Column
Total acres for Travel Lane Length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel puli by the number of pulls of each category in the
field. Sum all of these and this is the total irrigated acreage for the field.
r. 7 (a) Acres per Travel Lane Length (LI) X # Lanes = ( Acres
�Z (b) Acres per Travel Lane Length (L2) X is of # Lanes = r ` J Acres
(c) Acres per Travel Lane Length (L3) X "Lanes = Acres
. I r Total CAWMP Wettable Acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: \ 0. j _r Date:Shg b�
Traveling Gun Computational Worksheet, 2-20-99
FJc

(Multiple worksheets may be needed)
r
HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) / 1, S 9 Field number (identification)
2. Irrigation system designation Existing irrigation system _ New/expanded irrigation system
3. Number of travel lanes # Interior lanes h 3 # Exterior lanes 43 to feet] Length of pull(L1)
# Interior lanes i 1 `/ # Exterior lanes 30 0 [feet] Length of pull(L2)
# Interior lanes h S # Exterior lanes 3c I [feet] Length of pull(L3)
4. Wetted diameter �!^ [feet] from Field Data Worksheet
5. Spacing ,0n0 Hydrant spacing [feet] g3% [as a percentage of wetted diameter]
6. Hydrant layout ✓ivfuttiple hydrants _ Single hydrant _ Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, _ Interior or h 3 Exterior (lane/hydrant)
2 q (a) Acres start end of pull from Table EE5° Column J,
/ g, (b) Acres middle portion of pull (Ll)
{Pu11 Iength,25D [feet] X Wetted width /.0 b [feet][ / 43,560
,2111 (c) Acres stop end of pull from Table LE g 0 Column D
'sib Total acres for travel lane length (L1) (Sum: a + b + c)
Travel lane length (L, Interior or Jig Exterior (lane/hydrant)
. Li2 (a) Acres start end of pull from Table F- 18 D Column 8
,2, (b) Acres middle portion of pull (L2)
(Pull length 9Ka [feet] X Wetted width 9_2D [feet][ / 43,560
(� (c) Acres stop end of pull from Table Er 60 Column L
2,31 Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L, Interior or f-15 Exterior (lane/hydrant)
, U9 (a) Acres start end of pull from Table E 8° Column Q
, 5g-(b) Acres middle portion of pull (L3)
(Pull length.5/0 [feet] X Wetted width) D [feet]} / 43,560
0 (c) Acres stop end of pull from Table 4 X Vo Column C
3,06 Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
if lb (a) Acres per travel lane length (Ll) X # Lanes = Acres
a� AI (b) Acres per travel lane length (L2) X # Lanes = Acres
1,067 (c) Acres per travel lane length (L3) X # Lanes = Acres
i, / 1 Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: { L. Li--) Date: 3/),/o
Signature f technical specialist
15

(Multiple worksheets may be needed)
HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) / 75AField number (identification)
2. Irrigation system designation _ Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior lanes h to # Exterior lanes /e0.1feet] Length of pull(L1)
# Interior lanes h 7 # Exterior lanes °fO S [feet] Length of pull(L2)
# Interior lanes h tY # Exterior lanes 90 9 [feet] Length of pull(L3)
4. Wetted diameter [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout Multiple hydrants Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and column
based on pattern, spacing, and travel lane location.
Travel lane length (L, _ Interior or h (o Exterior (lane/hydrant)
4 q (a) Acres start end of pull from Table LE 80 Column e
3,0 `1 (b) Acres middle portion of pull (L1)
(Pull length 601.[feet] X Wetted width,2a0 [feet]) / 43,560
D (c) Acres stop end of pull from Table FES ° Column <-
3, 5 3 Total acres for travel lane length (L1) (Sum: a + b + c)
Travel lane length (L, h % Interior or Exterior (lane/hydrant)
, 4 e (a) Acres start end of pull from Table ET Fa Column
/ . q 7 (b) Acres middle portion of pull (L2)
(Pull length9J,n [feet] X Wetted width.00 [feet]) / 43,560
O (c) Acres stop end of pull from Table E2 60 Column C..
4 3 Total acres for travel lane length (L2) (Sum: a + b + c)
Travel lane length (L, g Interior or _Exterior (lane/hydrant)
0 4 9 (a) Acres start end of pull from Table Et $ D Column
4, 11 (b) Acres middle portion of pull (L3)
(Pull length,DC[ [feet] X Wetted width sOO
(c) Acres stop end of pull from Table FT to
4,1° 5 Total acres for travel lane length (L3) (Sum: a + b + c)
13
[feet]) / 43,560
Column C
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
IS 3(a) Acres per travel lane length (L1) X # Lanes = Acres
o? . Li 55) Acres per travel lane length (L2) X # Lanes = Acres
ti; 4:. (c) Acres per travel lane length (L3) X # Lanes = Acres
/0, 6,3 Total CAWMP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by: .11
Date:' f/o 1
Signature o technical specialist
IS

(Multiple worksheets may be needed)
HARD HOSE TRAVELER
IRRIGATION SYSTEM
Hard Hose Traveling Gun System
COMPUTATIONAL WORKSHEET
1. Farm number (identification) . Field number (identification)
2. Irrigation system designation Existing irrigation system New/expanded irrigation system
3. Number of travel lanes # Interior laneshg # Exterior lanes gby feet] Length of pull(L1)
# Interior lanek) / t # Exterior lanes 5a a [feet] Length of pull(L2)
# Interior lanes # Exterior lanes [feet] Length of pull(L3)
+. Wetted diameter [feet] from Field Data Worksheet
5. Spacing Hydrant spacing [feet] [as a percentage of wetted diameter]
6. Hydrant layout _ Multiple hydrants _ Single hydrant Excessively spaced hydrants
7. Read the irrigated area per travel pull for the given wetted diameter from the appropriate table and colunm
based on pattem, spacing, and travel lane location.
Travel lane length (L, Interior orh 9 Exterior (lane/hydrant)
ill q (a) Acres start end of pull from Table Fr 8 0 Column Q
14,3 1 (b) Acres middle portion of pull (L1)
(Pull length Vcy [feet] X Wetted width"? 0 [feet]} / 43,560
0 (c) Acres stop end of pull from Table Fr So Column L
4, 8:Total acres for travel lane length (L1) (Sum: a + b + c)
Travel lane length (L, Interior or h ID Exterior (lane/hydrant)
5 I (a) Acres start end of pull from Table E E 90 Column 6
.?.0 7 (b) Acres middle portion of pull (L2)
[Pull length 5�.)- [feet] X Wetted width, 4 D [feet]} / 43,560
0 (c) Acres stop end of pull from Table F E 9 Column d
3, 23 Total acres for travel lane Length (L2) (Sum: a + b + c)
Travel lane length (L, Interior or Exterior (lane/hydrant)
(a) Acres start end of pull from Table Column
(b) Acres middle portion of pull (L3)
(Pull length [feet] X Wetted width [feet]} / 43,560
(c) Acres stop end of pull from Table Column
Total acres for travel lane length (L3) (Sum: a + b + c)
8. Multiply the tabulated irrigated acreage value per travel pull by the number of pulls of each
category in the field. Add all of these, and this is the total irrigated acreage for the field.
I -II, S3- (a) Acres per travel lane length (L1) X # Lanes = Acres
3,38 (b) Acres per travel lane length (L2) X # Lanes = Acres
(c) Acres per travel lane length (L3) X # Lanes = Acres
e i-3 Total CAWNIP wettable acres for field (Sum: 8a + 8b + 8c)
Wettable Acre Computational Worksheet Completed by:'<.\
Signature of technical specialist
ja,r 15
Date: 3/91/4

IRRIGATION SYSTEM DESIGN PARMATERS
and
COMPUTATIONAL WORKSHEET SUMMARY
Landowner / Operator Name Rufus Rouse
Adress 1174 Pasture Branch Rd
Rose Hill NC 28458
Telephone [phone]
TABLE 1 - Field Specifications
COUNTY Duplin
DATE 1/23/03
Facility # 31-475
Tract
Number
Hydrant
or
field (1)
Number
acres
start end
wetted
area
acres
middle
wetted
area
acres
stop end
wetted
area
Approximate
Maximun
Useable Size
of field (2)
(acres)
Table
column
Length
of
pulls
in feet
Width
of
pulls
in feet
Soil Type
Slope
(%)
Crop(s)
Maximun
Application
Rate (3)
(in/hr)
Maxiumn
Application
per Irrigation
cycle (3)
(inches)
1758
H1
0.49
1.18
0.11
1.78
EE80
8-0
280
185
AUB
0-5
bermuda hay / small grain
0.5
1
1758
H2
O.49
1.77
0.11
2.37
EE80
B-D
406
191
AUB
0-5
bermuda hay / small grain
0.5
1
1758
H3
0.24
0.68
0.24
1.16
EE80
B-D
250
120
MCC
0-5
bermuda hay / small grain
0.5
1
1758
H4
0.49
2.42
0
2.91
EE80
B-C
480
220
MCC
0-5
bermuda hay / small grain
0.5
1
1758
H5
0.49
2.58
0
3.06
EE80
B-C
510
220
MCC
0-5
bermuda hay / small grain
0.5
1
1758
H6
0.49
3.04
0
3.53
EE80
B-C
602
220
PAA
0-5
bermuda hay / small grain
0.5
1
1758
H7
0.48
1.97
0
2.45
E180
B-C
428
200
PAA
0-5
bermuda hay / small grain
0.5
1
1758
H8
0.48
4.17
0
4.65
E180
B-C
909
200
PAA
0-5
bermuda hay / small grain
0.5
1
1758
H9
0.49
4.36
0
4.85
EE80
B-C
864
220
PAA
0-5
bermuda hay / small grain
0.5
1
1758
H10
0.51
2.87
0
3.38
EE80
B-C
522
240
PAA
0-5
bermuda hay/ small grain
0.5
1
1 see attached map.
2 Total field acreage minus required buffer areas.
3 Refer to N.C. Irrigation guide, Field Office Technical Guide, Section II G. Annual application must not exceed the agronomic rates for the soil and crop used.
Wettable Acre Computational Worksheet Completed by:
Johnny Lanier
Date
.4-.23-.03

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1000 ft

Operator: >RUFUL _<OUSE(ASBUIL T)
County: >Duplin
Date: >
Dist. to nearest residence(other than owner): 6`3/9� ft.
sows (farrow to finish): >
sows (farrow to feeder): >
head (finishing only): > 1250
sows (farrow to wean): >
head (wean to feeder): >
Ave. Live Weight for other operations(lbs.):>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./lb.): > 1.0
25 Year - 24 Hour Rainfall (in.): > 7.5
Rainfall in excess of evaporation (in.) > 7.0
Drainage area of buildings & lots (sq. ft.):>
Volume of wash water (gallons/day) >
Temporary storage period (days): > 180
Freeboard (ft.): > 1
Side slopes (inside lagoon): > 1.5 : 1
Inside top length (ft.): > 293
Inside top width (ft.): > 118
Top of dike elevation (ft.): > 46
Bottom of lagoon elevation (ft.). > 36
Seasonal high water table(SHWT) elev (ft.):=>
Total required volume: > 251737 cu. ft.
Actual design volume: > 253129.5 cu. ft.
Stop pumping el. (> or = to 0.0 ft SHWT> 42.35 ft.
(> or = to 42.0 ft Min)
Required minimum treatment volume: 168750 cu. ft.
Volume at stop pumping elevation: 168962 cu. ft.
Start pumping elev.: > 44.3 ft.
Volume at start pumping elevation: 230081 cu. ft.
Actual volume less 25yr-24hr rain: 231521 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 61378 cu. ft.
Actual volume to be pumped:==> 61119 cu. ft.
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3 1s
System Calibration
Information presented in manufacturer's charts are based on average operation
conditions with relatively new equipment. Discharge rates and application rates change
over time as equipment gets older and components wear. In particular, pump wear tends
to reduce operating pressure and flow. With continued use, nozzle wear results in an
increase in the nozzle opening which will increase the discharge rate while decreasing the
wetted diameter.
You should be aware that operating the system differently than assumed in the design will
alter the application rate, diameter of coverage, and subsequently the application
uniformity. For example, operating the system with excessive pressure results in smaller
droplets, greater potential for drift, and accelerates wear of the sprinkler nozzle. Clogging
of nozzles can result in pressure increase. Plugged intakes or crystallization of mainlines
will reduce operating pressure. Operating below design pressure greatly reduces the
coverage diameter and application uniformity.
For the above reason, you should calibrate your equipment on a regular basis to ensure
proper application rates and uniformity. Calibration at least once every three years is
recommended. Calibration involves collecting and measuring flow at several locations in
the application area. Any number of containers can be used to collect flow and
determine the application rate. Rain gauges work best because they already have a
graduated scale from which to read the application amount without having to perform
additional calculations. However, pans, plastic buckets, jars, or anything with a uniform
opening and cross-section can be used provided the liquid collected can be easily
transferred to a scaled container for measuring.
For stationary sprinklers, collection containers should be located randomly throughout the
application area at several distances from sprinklers. For traveling guns, sprinklers
should be located along a transect perpendicular to the direction of pull. Set out
collection containers 25 feet apart along the transect on both sides of the gun cart. You
should compute the average application rate for all nonuniformity of the application. On a
windless day, variation between containers of more than 30 percent is cause for concern.
You should contact your irrigation dealer or technical specialist for assistance.
*Reprinted for Certification Training for Operations of Animal Waste Management Systems Manual
1

OPERATION & MAINTENANCE PLAN
Proper lagoon management should be a year-round priority. It is especially important to manage
levels so that you do not have problems during extended rainy and wet periods.
Maximum storage capacity should be available in the lagoon for periods when the receiving crop is
dormant (such as wintertime for bermudagrass) or when there are extended rainy spells such as a
thunderstorm season in the summertime. This means that at the first sign of plant growth in the
later winter / early spring, irrigation according to a farm waste management plan should be done
whenever the land in dry enough to receive lagoon liquid. This will make storage space available in
the lagoon for future wet periods. In the late summer / early fall the lagoon should be pumped down
to the low marker (see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as long as the weather and waste utilization
plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to irrigated does
not leave room for storing excess water during extended wet periods. Overflow from the lagoon for
any reason except a 25-year, 24-hour storm is a violation of state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
• Maintenance of a vegetative cover for the dam. Fescue or common bermudagrass
are the most common vegetative covers. The vegetation should be fertilized each
year, if needed, to maintain a vigorous stand. The amount of fertilized applied
should be based on a soils test, but in the event that it is not practical to obtain a
soils test each year, the lagoon embankment and surrounding areas should be
fertilized with 800 pounds per acre of 10-10-10, or equivalent.
• Brush and trees on the embankment must be controlled. This may be done by
mowing, spraying, grazing, chopping, or a combination of these practices. This
should be done at least once a year and possibly twice in years that weather
conditions are favorable for heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter the lagoon
water. Such chemicals could harm the bacteria in the lagoon that are treating the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of the lagoon
and at least monthly and after major rainfall and storm events. Items to be checked should include,
as a minimum, the following:
Waste Inlet Pipes, Recycling Pipes, and Overflow Pipes -- look for:
1. separation of joints
2. cracks or breaks
3. accumulation of salts or minerals
4. overall condition of pipes
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 may be
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
3

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
2
3
Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
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.
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 times daily
are optimum for treatment. Pit recharge systems, in which one or more buildings are
drained and recharged each day, also work well.
4

• 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.
6

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

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

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach surface waters?
b. Approximately how much was released and for what duration?
c. Any damage notes, such as employee injury, fish kills, or property damage?
d. Did the spill leave the property?
e. Does the spill have the potential to reach surface waters?
f. Could a future rain event cause the spill to reach surface waters?
g. Are potable water wells in danger (either on or off the property)?
h. How much reached surface waters?
3. Contact appropriate agencies.
a. During normal business hours call your DWQ regional office; Phone #, After hours,
emergency number: [phone]. Your phone call should include: your name, facility
number, telephone number, the details of the incident from item 2 above, the exact
location of the facility, the location or direction of the movement of the spill, weather and
wind conditions. The corrective measures that have been under taken, and the
seriousness of the situation.
b. If the spill leaves property or enters surface waters, call local EMS phone number.
c. Instruct EMS to contact local Health Department.
d. Contact CE's phone number, local SWCD office phone number and the local NRCS
office for advice / technical assistance phone number.
4. If none of the above works call 911 or the Sheriff's Department and explain your problem to
them and ask the person to contact the proper agencies for you.
5. Contact the contractor of your choice to begin repair or problem to minimize offsite damage.
a. Contractors Name: Murphy Brown, LLC
b. Contractors Address: P.O. Box 856, Warsaw, NC 28398
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 293 - 5330
7. Implement procedures as advised by DWQ and technical assistance agencies to rectify the
damage, repair the system, and reassess the waste management plan to keep problems
with release of wastes from happening again.
9

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(Liquid Systems)
Flush Gutters Accumulation of solids
(✓) 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 6-8 inches over more than
30% of surface.
Excessive Decaying vegetation (v)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the accumulation
of decaying wastage.
() Clean up spillage on a routine basis (e.g. 7-10 day
interval during summer; 15-30 day interval during winter).
Feed Storage Accumulation of feed
residues
() Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
insuring drainage away from site and/or providing
adequate containment (e.g., covered bin for
brewer's grain and similar high moisture grain
products).
() Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed.
Animal Holding Accumulation of animal () Eliminate low area that trap moisture along fences
Areas 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).
MIC — November 11, 1996
10

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

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause BMP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
(/)Vegetative or wooded buffers:
(v)Recommended best management
practices;
(V)Good judgment and common sense
Animal body
surfaces
Dirty manure
covered animals
( )Dry floors
Floor surfaces
Wet manure -covered
floors
(✓)Slotted floors;
(J)Waterers located over slotted floors;
(/)Feeders at high end of solid floors;
(1)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine
pits
Partial microbial
decomposition
(i)Frequent manure removal by flush, pit
recharge or scrape
( )Underfloor ventilation
Ventilation
exhaust fans
Volatile gases (i)Fan maintenance;
Dust (1)Efficient air movement
Indoor surfaces Dust
(✓)Washdown between groups of animals
( )Feed additives;
( )Feeder covers;
( )Feed delivery downspout extenders to
feeder covers
Flush Tanks
Agitation of recycled
lagoon liquid while tanks
are filling
( )Flush tank covers
( )Extend fill lines to near bottom of tanks
with anti -siphon vents
Flush alleys
Agitation during waste ( )Underfloor flush with underfloor
water conveyance ventilation
Pit recharge
points
Agitation of recycled
lagoon liquid while pits
are filling
( )Extend recharge lines to near bottom of
pits with anti -siphon vents
Lift stations
Agitation during sump ( )Sump tank covers
tank filling and drawdown
Outside drain
collection or
junction boxes
Agitation during waste ( )Box Covers
water conveyance
End of drain Agitation during waste
pipes at lagoon water
( )Extend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces
Volatile gas emissions
Biological mixing
Agitation
(1)Proper lagoon liquid capacity
(i)Correct lagoon startup procedures
( )Minimum surface area -to -volume ratio
(v')Minimum agitation when pumping
( )Mechanical aeration
( )Proven biological additives
Irrigation sprinkler High pressure agitation
nozzles Wind draft
(l)Irrigate on dry days with little or no wind
(✓)Minimum recommended operation pressure
(1)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC — November 11, 1996
12

Storage tank or
basin surface
Partial microbial ( )Bottom or midlevel loading
decomposition Mixing while ( )Tank covers
filling Agitation when emptying( )Basin surface mats of solids
( )Proven biological additives or oxidants
Settling basin
surface
Partial microbial decom-
position Mixing while filling
Agitation when emptying
( )Extend drainpipe outlets underneath liquid
level
( )Remove settled solids regularly
Manure, slurry or
sludge spreader
outlets
Agitation when spreading
Volatile gas emissions
( )Soil injection of slurry/sludges
( )Wash residual manure from spreader after use
( )Proven biological additives or oxidants
Dead animals
Carcass decomposition
( )Proper disposition of carcasses
Dead animal
disposal pits
Carcass decomposition
( )Complete covering of carcasses in burial pits
( )Proper location / construction of disposal pits
Incinerators Incomplete combustion
( )Secondary stack burners
Standing water
around facilities
improper drainage
Microbial decomposition of
organic matter
(V)Farm access road maintenance
away from facilities
Manure tracked Poorly maintained access
onto public roads roads
from farm access
(v)Farm access road maintenance
Additional Information: Available From:
Swine Manure Management 0200 Rule / BMP Packet NCSU-County Extension Center
Swine Production Farm Potential Odor Sources and Remedies, EBAE Fact Sheet NCSU-BAE
Swine Production Facility Manure Management:Pit Recharge —Lagoon Treatment:EBAE128-88NCSU-BAE
Swine Production Facility Manure Management:Underfloor Fluse-Lagoon Treatment 129-88NCSU-BAE
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE103-83NCSU-BAE
Calibration of Manure and Wastewater Application Equipment EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings; PIH-33 NCSU-Swine Extension
Environmental Assurance Program: NPPC Manual NC Pork Producers
Assoc
Options for Managing Odor; a report from the Swine Odor Task Force NCSU Agri Communication
Nuisance Concerns in Animal Manure Management: Odors and Flies; PR0101, Florida Cooperative Extension
1995 Conference Proceedings
The issues checked ( ) pertain to this operation. The landowner / integrator agrees to
use sound judgment in applying odor control measures as practical.
I certify the aforementioned odor control Best Management Practices have been reviewed
with me.
r
(Lando nw e�r Signature)
13

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.
P imary 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.
• El Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
DEl Complete incineration according to 02 NCAC 52C .0102.
El A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
f 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).
Q D 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).
ElMass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
7V/
Signature of Farm Owner/Manager
Date
Signature of Technical Speclalisl Date