310136_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: 31-0136 Certificate Of Coverage Number: AWS310136
2. Facility Name: Bill McKay Farm
3. Landowner's Name (same as on the Waste Management Plan): William P McKay
4. Landowner's Mailing Address: 516 Guman Powell Rd
City: Kenansville State: NC Zip: 28349
Telephone Number: 910-296-0396 Ext. E-mail:
5. Facility's Physical Address: Bill McKay Ln
City: Kenansville State: NC Zip: 28349
6. County where Facility is located: Duplin
7. Farm Manager's Name (if different from Landowner):
8. Farm Manager's telephone number (include area code):
9. Integrator's Name (if there is not an Integrator, write "None"): Murphy -Brown LLC
10. Operator Name (OIC): William P. McKay Phone No.: 910-290-1225 OIC #: 18108
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Tvoes:
Operations Type Allowable Count
Swine - Feeder to Finish 3,672
Swine Cattle Dry Poultry Other Tvnes
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
LAGOON #1
/p/j / 97
CAy
life? 20 0
57,064.00
19.00
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), sinned by the owner and a certified technical specialist, containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executiv officer of the corporation):
e
Name: i / 11 ;j• Title:
Signature: �. i JAVALM0.4 ' ate:
1,0/j Pr-
-9 r0 `C-/9
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

• Mortality Management Methods
Indicate which method(s) will be implemented.
When selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
JEJ
El
El
EIEI
El El
EIEJ
Version —November 26, 2018
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
Rendering at a rendering plant licensed under G.S. 106-168.7.
Complete incineration according to 02 NCAC 52C .0102.
A composting system approved and permitted by the NC Department of Agriculture & Con-
sumer Services Veterinary Division (attach copy of permit). If compost is distributed off -farm,
additional requirements must be met and a permit is required from NC DEQ.
In the case of dead poultry only, placing in a disposal pit of a size and design approved by the
NC Department of Agriculture & Consumer Services (G.S. 106-549.70).
Any method which, in the professional opinionoof the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
Mass Mortality Plan
Mass mortality plans are required for farms covered by an NPDES permit. These plans are
also recommended for all animal operations. This plan outlines farm -specific mortality man-
agement methods to be used for mass mortality. The NCDA&CS Veterinary Division sup-
ports a variety of emergency mortality disposal options; contact the Division for guidance.
• A catastrophic mortality disposal plan is part of the facility's CAWMP and is activated
when numbers of dead animals exceed normal mortality rates as specified by the State
Veterinarian.
• Burial must be,done in accordance with NC General Statutes and NCDA&CS Veterinary
Division regulations and guidance.
• Mass burial sites are subject to additional permit conditions (refer to facility's animal
waste management system permit).
• In the event of imminent threat of a disease emergency, the State Veterinarian may enact
additional temporary procedures or measures for disposal according to G.S. 106-399.4.
Signature of Farm
Signature of
Date
echnical Specialist Date

Nutrient Management Plan
04-2
This plan has been prepared for:
Bill McKay
William P McKay
516 Gurman Powell Road
Kenansville, NC 28349
[phone]
or Animal Waste Utilization
-2015
This plan has been developed by:
i
Ronnie G. Kennedy Jr.
Agriment Services, Inc.
PO Box 1096
Beulaville, NC 28518
252-568-2648
veloper Signature
Type of Plan: Nitrogen Only with anure Only
Owner/Manager/Producer Agreemen
I (we) understand and agree to the specifi
procedures established in this nutrient m
waste utilization plan for the farm named
Required Specifications concerning anim
this plan.
Signature (owner)
Signature
C1,cU�1P'—
This plan meets the minimum standards an
Agriculture - Natural Resources Conservati
adopted by the Soil and Water Conservatio
Plan Approved By:
echnical Specialist Signa
ations and the operation and maintenance
nagement plan which includes an animal
above. I have read and understand the
1 waste management that are included with
Date
specifications of the U.S. Department of
n Service or the standard of practices
Commission.
`S.S/ /_S
Date
761456 Database Version 4.1 Date Printed: 04-28-2015 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 3,403,944 gals/year by a 3,672
animal Swine Finishing Lagoon Liquid operation. This production facility has waste
storage capacities of approximately 135 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
6136
Incorporated
7363
Injected
7363
Irrigated
6136
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
6,136
6287
-151
3,487,692
-83,748
Note: In source ID. S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
761456 Database Version 4.1 Date Printed: 04-28-2015 Source Page 1 of 1

Narrative
(4/28/2015)
This plan adds 2 acres of honey wagon and changes fields 1, 2, and 3 to bermuda pasture/small grain
overseed.
(10/12/1999)
Waste Plan is a revision of the 12/13/1995 Plan completed by Tech Specialist Johnny L. Lanier. This
plan represents the acres as depicted by the wettable acre determination.
Lagoon has enough storage for 135 the crops of coastal hay with small grain overseed will allow
pumping every 135 days.
All soils in this plan have an instantaneous loading of .5in./hr. not to exceed 1.0in./per event.
No waste should be applied to a crop that does not have a realistic yield for the usage of irrigated swine
waste except for preplant. All fields must meet monitoring and reporting requirements when used. Mr.
Mckay plans to appy swine waste in accordance with his specific waste analysis not to exceed the
hydraulic loading of the soils. Mr. Mckay may use cattle to remove small grain in winter months.
*Honey wagon will be used on fields 2, 3, and 4 on the map. ACC contracting will supply as needed.
761456 Database Version 4.1 Date Printed: 04-28-2015 Narrative Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic
Yield estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown,
where avai lab le.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
4224
1
8.49
8.49
N/A
Craven
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
4224
2
11.47
11.47
N/A
Craven
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
4224
3
1.12
1.12
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
4224
4
1.40
1.40
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bennudagrass Hay
6.5 Tons
4224
5
1.03
1.03
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
4224
5 (HW)
2.00
2.00
N/A
Norfolk
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
6.5 Tons
PLAN TOTALS:
25.51 25.51
LI
:. Potential Leaching
Technical Guidanc
2
Low potential to contribute to soluble
nutrient leaching below the root zone.
None
>= 2 &
<= 10
Moderate potential to contribute to
soluble nutrient leaching below the root
zone.
Nutrient Management (590) should be planned.
> 10
High potential to contribute to soluble
nutrient leaching below the root zone.
Nutrient Management (590) should be planned. Other conservation practices that improve
the soils available water holding capacity and improve nutrient use efficiency should be
considered. Examples are Cover Crops (340) to scavenge nutrients, Sod -Based Rotations
(328), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
761456
Database Version 4.1 Date Printed 4/28/2015
PCS Page 1 of 1
NOTE: Symbol * means user entered data.

The Waste Utilization table shown below summarizes the waste utilization plan for this operation. This plan provides an estimate of the number of acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields of the crops to be grown, their nutrient requirements,
and proper timing of applications to maximize nutrient uptake.
This table provides an estimate of the amount of nitrogen required by the crop being grown and an estimate of the nitrogen amount being supplied by manure or
other by-products, commercial fertilizer and residual from previous crops. An estimate of the quantity of solid and liquid waste that will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(Ibs/A)
Canm
Fert.
Nutrient
Applied
(Ibs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(Ibs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
4224
1
S7
Craven
8.49
8.49
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
27.74
0.00
235.53
0.00
4224
1
S7
Craven
8.49
8.49
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
174
0
0
brig.
174
96.53
0.00
819.65
0.00
4224
2
S7
Craven
11.47
11.47
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
318.17
0.00
4224
2
S7
Craven
11.47
11.47
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
174
0
0
Irrig.
174
96.53,
0.00
1,107.22
0.00
4224
3
S7
Autryville
1.12
1.12
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
31.07
0.00
4224
3
S7
Autryville
1.12
1.12
Hybrid Bermudagrass Pasture
5.5 Tons
3/1-9/30
202
0
0
Irrig.
202
112.07
0.00
125.51
0.00
4224
4
S7
Norfolk
1.40
1.40
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
38.84
0.00
4224
4
S7
Norfolk
1.40
1.40
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
164.22
0.00
229.90
0.00
4224
5
S7
Norfolk
1.03
1.03
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
28.60
0.00
4224
5
S7
Norfolk
1.03
1.03
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
164.22
0.00
169.31
0.00
4224
5 (HW)
S7
Norfolk
2.00
2.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
55.48
0.00
4224
5 (HW)
S7
Norfolk
2.00
2.00
Hybrid Bermudagrass Hay
6.5 Tons
3/1-9/30
296
0
0
Irrig.
296
164.22
0.00
328.43
0.00
WUT Page 1 of 2
761456 Database Version 4.1
Date Printed: 4/28/2015

Vearl
Tract
Field
Source
ID
Soil Series
local
Acres
I;ie.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Comm
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Fiek1)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
Total Applied, 1000 gallons
3,487.69
Total Produced, 1000 gallons
3,403.94
Balance, 1000 gallons
-83.75
Total Applied, tons
0.00
Total Produced, tons
0.00
Balance, tons
0.00
Notes: 1. In the tract column, --- symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
761456 Database Version 4.1 Date Printed: 4/28/2015 WUT Page 2 of 2

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
with soils. If applying waste nutrients through an irrigation system, you must apply at a rate that will not result in
runoff. This table provides the maximum application rate per hour that may be applied to each field selected to
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Tract
Field
Soil Series
Application Rate
(inches/hour)
Application Amount
(inches)
4224
1
Craven
0.40
1.0
4224
2
Craven
0.40
1.0
4224
3
Autryville
0.60
1.0
4224
4
Norfolk
0.50
1.0
4224
5
Norfolk
0.50
1.0
4224
5 (HW)
Norfolk
0.50
1.0
761456 Database Version 4.1 Date Printed 4/28/2015
NOTE: Symbol * means user entered data.
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 rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PA-N Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Feeder -Finish Lagoon Sludge - Standard
Corn 120 bu
150
14.69
41.25
82.50
123.75
Hay 6 ton R.Y.E.
300
29.38
20.62
41.25
61.87
Soybean 40 bu
160
15.67
38.67
77.34
116.01
761456 Database Version 4.1 Date Printed: 04-28-2015 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 structure's temporary storage capacity.
f).YCA CAVAV ••
Source Name
G4,71.4, 1.76VA GLEN �u►l4av a.7
Swine Feeder -Finish Lagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
135
Plan Year
Month
Available Storage Capacity (Days) *
1
1
32
1
2
15
1
3
29
1
4
44
1
5
58
1
6
73
1
7
87
1
8
101
1
9
116
1
10
100
1
11
81
1
12
61
* Available Storage Capacity is calculated as of the end of each month.
761456 Database Version 4.1 Date Printed: 04-28-2015 Capacity Page 1 of 1

Required Specifications For Animal Waste Management
1. Animal waste shall not reach surface waters of the state by runoff, drift,
manmade conveyances, direct application, or direct discharge during
operation or land application. Any discharge of waste that reaches surface
water is prohibited.
2. There must be documentation in the design folder that the producer
either owns or has an agreement for use of adequate land on which to
properly apply the waste. If the producer does not own adequate land to
properly dispose of the waste, he/she shall provide evidence of an
agreement with a landowner, who is within a reasonable proximity,
allowing him/her the use of the land for waste application. It is the
responsibility of the owner of the waste production facility to secure an
update of the Nutrient Management Plan when there is a change in the
operation, increase in the number of animals, method of application,
receiving crop type, or available land.
3. Animal waste shall be applied to meet, but not exceed, the nitrogen needs
for realistic crop yields based upon soil type, available moisture, historical
data, climatic conditions, and level of management, unless there are
regulations that restrict the rate of applications for other nutrients.
4. Animal waste shall be applied to land eroding less than 5 tons per acre
per year. Waste may be applied to land eroding at more than 5 tons per
acre per year but less than 10 tons per acre per year provided grass filter
strips are installed where runoff leaves the field (see USDA, NRCS Field
Office Technical Guide Standard 393 - Filter Strips).
5. Odors can be reduced by injecting the waste or by disking after waste
application. Waste should not be applied when there is danger of drift
from the land application field.
6. When animal waste is to be applied on acres subject to flooding, waste
will be soil incorporated on conventionally tilled cropland. When waste is
applied to conservation tilled crops or grassland, the waste may be
broadcast provided the application does not occur during a season p ron e
to flooding (see "Weather and Climate in North Carolina" for guidance).
761456 Database Version 4.1 Date Printed: 4/28/2015 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.
761456 Database Version 4.1 Date Printed: 4/28/2015 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.
761456 Database Version 4.1 Date Printed: 4/28/2015 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.
761456 Database Version 4.1 Date Printed: 4/28/2015 Specification Page 4

Crop Notes
The following crop note applies to field(s): 4, 5, 5 (HW)
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained.
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. 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): 1, 2
Small Grain: CP, Mineral Soil, low -leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
761456 Database Version 4.1 Date Printed: 04-28-2015 Crop Note Page 1 of 3

The following crop note applies to field(s): 4, 5, 5 (HW)
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
The following crop note applies to field(s): 3
Small Grain: CP, Mineral Soil, medium leachable
In the Coastal Plain, oats and barley should be planted from October 15-October 30; and rye from
October 15-November 20. For barley, plant 22 seed/drill row foot and increase the seeding rate by 5% for
each week seeding is delayed beyond the optimum time. See the seeding rates table for applicable
seeding rate modifications in the current NCSU "Small Grain Production Guide". Also, increase the
initial seeding rate by at least 10% when planting no -till. Oats should be planted at 2 bushels/acre and
rye at 1-1 1/2 bushels/acre. Plant all these small grains at 1-1 1/2" deep. Adequate depth control is
essential. Review the NCSU Official Variety "green book" and information from private companies to
select a high yielding variety with the characteristics needed for your area and conditions. Apply no more
than 30 lbs/acre N at planting. Phosphorus and potash recommended by a soil test can also be applied at
this time. The remaining N should be applied during the months of February -March.
761456 Database Version 4.1 Date Printed: 04-28-2015 Crop Note Page 2 of 3

The following crop note applies to field(s): 1, 2
Bermudagrass CP, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Effective artificial drainage MUST be in place to achieve Realistic Yield Expectations
provided for these soils.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. 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): 3
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 and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
761456 Database Version 4.1 Date Printed: 04-28-2015 Crop Note Page 3 of 3

Irrigated Acreage Determination Procedures
For Wastewater Application Equipement
STATIONARY SPRINKLER SYSTEM
FIELD DATA WORKSHEET *
1. Sprinkler make and model number SINNIGER 7025
2. Sprinkler nozzle size #22 NOZZLE - MAROON (11/32") [inch]
3. Lateral spacing 80 [feet] by sprinkler spacing along lateral 80 [feet]
4. Operating pressure at the sprinlder 65 [psi]
5. Sprinkler wetted diameter 160 [feet] YES measured or NO determined from chart.
6. Number of sprinklers operating at one time 3
7. Total number of sprinklers or sprinlder locations in the system
Exterior sprinlders: 28 full circle 0 part circle
Interior sprinlders: 17 full circle
Sprinkler locations permanently marked: YES yes NO no
8. Supply line YES Permanent pipe NO Portable pipe
9. **Lateral line size [inch]. If there is more than one size, indicate the size
and approximate length of each. Can be done on the map.
10. **Lateral line length [feet] (Longest lateral)
11. **Supply line length [inch]. If there is more than one size, indicate the size
and approximate length of each. Can be done on the map.
12. **Supply line length [feet]. Maximum pumping distance.
13. **Pump make and model number
14. **Pump capacity [gpm]
15. **Engine make and model number ,or
16. **Electric motor horsepower and rpm [hp] [rpm]
Note: It is strongly recommended that you field measure the sprinlder wetted diameter. You should
do this on the longest lateral about half -way down the lateral.
*Locate each sprinlder or sprinklers location on the map. Indicate whether it is full circle or part
circle. Show the location of the supply line. Irrigated acres are determined by line, zone, and field.
**Optional data, furnish where possible.
***Only the person or people collecting the data should sign the Field Data Worksheet.
ature of owner or ' ty repr
BILL MCKAY
*** Information furnished by
and/or
five
and/or
Printed name of owner or facility representative
Date
Signature of tecialist
RONNIE G. KENNEDY, JR
Date
Printed name of technical specialist

STATIONARY SPRINKLER
IRRIGATION SYSTEM
STATIONARY GUN SYSTEM
FIELD DATA WORKSHEET *
1. Gun make and model number /4D Sef/L`f ,1 c'c/
2. Gun nozzle size . 7/ [inch], ----- ring orifice, taper bore orifice
3. Lateral spacing /&' [feet] by gun spacing along lateral /7/.5' [feet]
4. Operating pressure at the gun G 6 [psi]
5. Gun wetted diameter cJ&c [feet]. / measured or determined from gun chart
6. Number of guns operating at one time f
7 Total number of guns or gun locations in the system c2- /
Exterior guns: full circle part circle
Interior guns: 6 full circle
Gun locations permanently marked: ./ yes no
8. Supply line /ud Permanent pipe yes Portable pipe
**9. Lateral line size [inch]. If there is more than one size, indicate the size and approximate length of
each. Can be done on the map.
**10. Lateral line length [feet]. (Longest lateral)
**11. Supply line size [inch]. If there is more than one size, indicate the size and approximate length of
each. Can be done on the map.
**12. Supply line length [feet]. Maximum pumping distance.
**13. Pump make and model number
**14. Pump capacity [gpm]
**15. Engine make and model number , or
**16. Electric motor horsepower and rpm [hp] [rpm]
*
**
Note: It is strongly recommended that you field measure the gun wetted diameter. It should be done on the
longest lateral about half -way down the lateral.
Locate each gun or gun location on the map. Indicate whether it is full circle or part circle. Show the location of
the supply line. Irrigated acres are determined by lateral line, by zone, or by field.
Optional data, furnish where possible
* Inform
n furnishedfy
and/or
Signature of techni(al specialist
r
a//3/G V "4.4
Printed name of owner or facility representative Printed name of technical specialist
re of owner or facili r: . resentati
Date
Date
*** Only the person or people collecting the data should sign the Field Data Worksheet.

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLER/GUNSYSTEM
WETTABLE ACRE COMPUTATIONAL WORKSHEET
1. Farm number (identification) 3 1 �3 Field number (identification) 6.
2. Irrigation system designation
3. Number of stationary sprinklers
4. Wetted diameter
5. Spacing
6. Sprinkler pattern
eve
Existing irrigation system
New/expanded irrigation system
# Interior sprinklers # Exterior sprinklers
[feet] from Field Data Worksheet
P'aS- Sprinkler spacing along lateral [feet]
7u �
Sprinkler spacing as a percentage of wetted diameter
Multiple laterals .i Single lateral
Excessively spaced sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattem, spacing, and sprinkler location.
— Acres per interior sprinkler from
/ 5'e Acres per exterior sprinkler from
Table — Column
Table Column C-
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field. Add all of these. The sum is the total irrigated acreage for the field.
(a) Acres per interior sprinkler X — # Sprinklers
Acres
i 5 "c' (b) Acres per exterior sprinkler X 412 # Sprinklers = / • °34 Acres
03M Total wettable acres for field (Sum: 8a + 8b)
Wettable Acre Computational Worksheet completed by:
Sig t ure of tech cay`specialist
Date:
16

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONARY SPRINKLE /GUN YSTEM
WETTABLE ACRE COMPUTAT Al WORKSHEET
1. Farm number (identification) 3 l - 06 Field number (identification)
2. Irrigation system designation
3. Number of stationary sprinklers
4. Wetted diameter
S. Spacing
6. Sprinkler pattern
doe
Existing irrigation system
New/expanded irrigation system
# Interior sprinklers
JS # Exterior sprinklers
[feet] from Field Data Worksheet
Ns" Sprinkler spacing along lateral [feet]
t70 Sprinkler spacing as a percentage of wetted diameter
Multiple laterals Single lateral
Excessively spaced sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and sprinkler location.
• e0 Acres per interior sprinkler from
,i' Acres per exterior sprinkler from
Table Si
Table
Column g
Column
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field. Add all of these. The sum is the total irrigated acreage for the field.
- 46'0(a) Acres per interior sprinkler X # Sprinklers
• s_8 (b) Acres per exterior sprinkler X
/Jr # Sprinklers
�a '/'7 Total wettable acres for field (Sum: 8a + 8b)
Wettable Acre Computational Worksheet completed by:
a• '7 Acres
9,77 Acres
Signatf technic • s ► cialist
Date:
0 9

Irrigated Acreage Determination Procedures
for Wastewater Application Equipment
STATIONA Y SPRINKLER / UN SYSTEM
WETTABLE ACRE -COMPUTATIONAL WORKSHEET
1. Farm number (identification)
2. Irrigation system designation
3. Number of stationary sprinklers
4. Wetted diameter
5. Spacing
6. Sprinkler pattern
436) Field number (identification)
/%
go er)
Existing irrigation system
New/expanded irrigation system
# interior sprinklers 026 # Exterior sprinklers
[feet] from Field Data Worksheet
Sprinkler spacing along lateral [feet]
d Sprinkler spacing as a percentage of wetted diameter
Multiple laterals Single lateral
Excessively spaced sprinklers
7. Read the irrigated area per sprinkler for the given wetted diameter from the appropriate table and
column based on pattern, spacing, and sprinkler location.
• /V7Acres per interior sprinkler from
Table / Column sr
, /t/ Acres per exterior sprinkler from Table / Column C
8. Multiply the tabulated irrigated acreage value per sprinkler by the number of sprinklers of each
category in the field. Add all of these. The sum is the total irrigated acreage for the field.
4/9 (a) Acres per interior sprinkler X / 7 # Sprinklers = a. A/99 Acres
/OW (b) Acres per exterior sprinkler X 08 # Sprinklers = • qticA Acres
giq/ Total wettable acres for field (Sum: 8a + 8b)
Wettable Acre Computational Worksheet completed by: /
Signs re 'of techni ecialist
Date:
(.115)

t= EILD n
SPRINKLER/HONEY WAGON
ACRES
0160 — 7025
0208 — 100 GUN/HW
I HONEY WAGON
HONEY WAGON
1 0208 — 100 GUN
TOTAL PULLS = 5
8.491
11.470
1,120
1,400
1,031
TOTAL ACRES = 23,51
0160 — .214 ACRES EX., .147 ACRES IN.
0208 — ,518 ACRES EX., ,450 ACRES IN,
ACRES = WIDTH X LENGTH / 43,560
/-I W) 1-(0t F y kO p.4 o ^1
EXISTING HYDRANT LOCATIONS
A PROJECTED SETUP LOCATIONS
FLEXIBLE HOSE wN 70'
- --_ HONEY WAGON
----- 10' BUFFER
AGRIMENT SERVICES INC.
WASTE MANAGEMENT CONSULTANTS
P.O. BOX 1096
BEULAVILLE, NC 28518
[phone]
WETTABLE ACRES INTERPRETATION
2..°O&c.
Yp-t.s ZC,G-I,a.c,
TITLE: MCKAY FARMS
FARMER: BILL MCKAY
BY: JONATHAN MILLER
DATE: 5— 25— 99
CK. BY: GENO KENNEDY
CODES: T-4224
SCALE: 1"=400'
FARM #:31-136
DRAWING #:1 OF 1

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, certify that I .(own, have access to) the
TYPE IRRIGATION AND 'SIZE Cy 6
AVAILABLE FROM
6C
(awricr at equipmdnt)
further certify that, through the arrangements I have made concerning irrigation equipment, I
will be able to irrigate as necessary according o my waste management plan.
Signature
Date 7

P.02
JUIt-23-99 04 :20 PM
910 892 7950 P,02
ACC, Inc:
Wednesday, May 26, 1999
Murphy Farms
Kraig Westerbeek
Land and Nutrient Man t r
Technical Specialist
PU Boa 759
Roar Hill, NC 2845$
peat K rig.
1: was good talking with you this morning. It 15 good to sec you doing well. We arc
interested in renting our equipment and developing a fleet that is llelptul to you the
nstomer. I have arri,,ed at the pricing structure enclosed based on my limited
experience. If you have questions or suggestions, 1 would like to discuss them at your
convenience.
We have always had u good repul.itinn for
re_sponstvencss. If you need help anytime day,
you at Murphy to safeguard your interest and
can.
dependability end fairness as well as
night, or wet.kend we will be there (or
preserve your property in any way wr
i look forward to aeeir.g you soon and working together to
Thank you,
1 -�
Ronald Uraughon,
Vice President
se36 t1MOTH'Y NOAO
DUCVN. N(: 28334
solve prablems.
Pr{i Nl:: (910) 192•S IZ1 F.X. (71C) 992 7950

JUN-23-99 04:21 PM P.03
ACC,Inc.
Rental Prices
T.taker (2,000 gallons approrc.)
4'1'-uck (without operator)
Truk (with operator)
''Terrzyuor (without operator)
Tcrragator (with operator)
B:tiicr 6000G pull type
Traetnr to pull Balzer
"F.xr.vator (without operator)
Excavator (with operator)
'Dozer• 550G (without operator)
Dozer (with operator)
NT11 Lagoon: Agitator
NTH Lagoon Pump
910 852 7950 P, 03
•
64.00/day 325,00/weck
50,00/day 300.00/week
(plus $.23/nine) (plus $.25/miler)
60.0G/hour 450.00/day
75.00/hou.r 4,800,OC/month
100.00/hour
200,00/day 3,800.00/month
38.00 /hour
65.00/hoar SC0.00/day or
5,300/month
B.O0/hour
60,00/host r
855.00/hour
30.00/day
45.0G/day
Rentals without operator. Customer provides furl, oil, givase, daily and weekly
service. ACC mill provide maintenance upkeep.
Acntall without operator are 7S% applicable to buyout if continuously rented Rental...,
fcr periods of less than a week will be at either the Daily or Hourly cltar6e5 depending
on which is lower.
These prices arc based on customer pick-up au our yard in Plainview (near Dunn, NC).
We can deliver for a nominal fee depending on the piece.
Tires - If tires arc worn our ACC will replace us part of our rttaintena.rce. Damaged
tires will be at the customer's expense.
ACC keeps ow equipment in good Shape.
1141.4 TIMOTHY RON)
Z UNN, 2131.1
PHONE. (91UI 572-:117 TAX (9131 1192.79S0
TOTr' . P. a3

ANINIAL WASTE MANAGEMENT PLAN CERTIFICATION FOR EXISTING FEEDLOTS
Please return the completed form to the Division of Environmental Management at the address on the
reverse side of this form.
Nameof farm(Please print) :
.. P ) 1l .11 ; a w� P me_ k �/
Mailing Address: is1t G nr mdN uo.11 RA .
Its,tiaticu11ie, uc. A.ca Phone No.: gib • �.4(, - e3q
County (of farm): D o 01 h
Farm location: Latitude and Longitude: y0 5754" l 77° SM' as". (required). Also, please attach a
copy of a county road map with location identified.
Type of operation (swine, layer, dairy, etc.) : Sw : n 4. .
Design capacity (number of animals) : 1.7 a.
Average size of operation (12 month population avg.): 34 7 3.
Average acreage needed for land application of waste (acres) :
Technical Specialist Certification
As a technical specialist designated by the North Carolina Soil and Water Conservation Commission pursuant
to 15A NCAC 6F .0005, " I certify that the existing animal waste management system for the farm named
above has an animal waste management plan that meets the operation and maintenance standards and
specifications of the Division of Environmental Management and the USDA - Soil Conservation Service
and/or the North Carolina Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217 and
15A NCAC 6F .0001 - .0005. The following elements and their corresponding minimum criteria have been
verified by me or other designated technical specialists and are included in the plan as applicable: minimum
separations (buffers); adequate quantity and amount of land for waste utilization (or use of third party);
access or ownership of proper waste application equipment; schedule for timing of applications; application
rates; loading rates; and the control of the discharge of pollutants from stormwater runoff events less severe
than the 25 - year, 24 - hour storm.
When checked, see reverse side of form fi
Name of Technical Specialist (Please Print):
Affiliation (Agency) :
Address (Agency) :
Signature: ('3
l c1114 D(ic2. 6/ 94,
BILLY W. HOUSTON
DUPLIN S & W CONSER. DIST.
PO BOX 277 KENANSVILLE NC
TELEPHONE [phone]
Owner/Manager Agreement
I (we) understand the operation and maintenance procedures established in the approved animal waste
management plan for the farm named above and will implement these procedures. I (we) know that any
expansion to the existing design capacity of the waste treatment and storage system or construction of new
facilities will require a new certification to be submitted to the Division of Environmental Management
before the new animals are stocked. I (we) also understand that there must be no discharge of animal waste
from this system to surface waters of the state either directly through a man-made conveyance or through
runoff from a storm event less severe that the 25-year, 24-hour storm. The approved plan will be filed at the
farm and at the office of the local Soil and Water Conservation District.
V217j?1: er Name of
` 1 � a m P, fly LySignature. KDate:Name of Manager, if d'n o , r (Please print):
Signature: Date:
Note: A change in land ownership requires notification or a new certification (if the approved plan is changed) within 60 days of a title transfer.
DEM US4 ONLY: ACE#

CONDITIONS A ND/OR EXCEPTIONS TO CERTIFICATION
All statements checked apply to this certification:
The installed irrigation system has not been evaluated concerning nozzle size, spray pattern, spacing, pump size, pipe size,
etc. It is the responsibility of the producer to operate the system with the proper components and to supply the required
maintenance to assure that no runoff occurs. The producer is encouraged to have an irrigation specialist, possibly the dealer
where the system was purchased, prepare an operation and maintenance' plan for the irrigation system so that the producer
knows how to operate the equipment to meet the non -discharge requirements. ; . ..
The waste management plan for this operation is based upon yields higher than what is now recommended by NRCS;
however, these yields are obtainable under high levels of management. This increase in projected yields is necessary since
the NRCS plan prepared for this operation at the time of construction was based upon these higher yields and the producer
followed NRCS guidelines when building this operation.
Because of limited• acres for land application, and because the original NRCS waste utilization plan did not require
additional acres for buffers and irrigation inefficiency, it may be necessary for the producer to operate half sprinklers, on
solid set systems, along field edges and ditches. Also for -traveling irrigation systems, a pull directly adjacent to the ditch with
only a 180 degree pumping radius may be needed to irrigate the entire field. Extreme caution should be exercised when
applying waste close to ditches and wetlands to avoid any discharge.
qat fer i?S Jo.7S 4-L, GrenS [ platit
t 6CtS etl blitaf I&)t�(� a. wiaftr► b�..[� C �•� h� m0tl L���e G►op= to ada+p
••-► evt" I3Sdo
CERTIFICATION FOR EXISTING FEEDLOTS
INSTRUCTIONS FOR CERTIFICATION OF APPROVED ANIMAL WASTE MANAGEMENT PLANS FOR EXISTING ANIMAL
WASTE MANAGEMENT SYSTEMS SERVING FEEDLOTS
REQUIREMENTS/PURPOSE
order to be deemed permitted by the Division of Environmental Management (DEM), the owner of any existing animal waste
management system constructed and operational before January 1, 1994 which is designed to serve greater than or equal to the animal
populations listed below is required to submit a signed certification form to DEM before January 1, 1998. Pasture operations are exempt
from the requirement to be certified.
100 head of cattle
75 horses
250 swine
1,000 sheep
30,000 birds with a liquid waste system
The certification must be signed by the owner of the feedlot (and manager if different from the owner) and by any technical specialist
designated by the Soil and Water Conservation Commission pursuant to 15A NCAC 6F .0001-.0005. The technical specialist must verify
that all applicable operation and maintenance standards and specifications can be met. Existing systems are not required to meet design
and construction standards and specifications.
Although the actual number of animals on the facility may vary from time to time, the design capacity of the waste handling system should
be used to determine if a farm is subject to the certification requirement. For example, if the waste system for a feedlot is designed to
handle 300 hogs but the average population will be 200 hogs, then the waste management system requires a certification.
This certification is required by regulations governing animal waste management systems adopted by the Environmental Management
Commission (EMC) on December 10, 1992 (Title 15A NCAC 2H .0217).
CERTIFICATION FORM
On the reverse side of this page is the certification form which must be submitted to DEM before January 1, 1998. Assistance in
completing the form can be obtained from one of the local agricultural agencies such as the Soil and Water Conservation District, the
USDA -Soil Conservation Service, or the N.C.. Cooperative Extension Service. The Completed form should be sent to:
epartment of Environment, Health and Natural Resources
Division of Environmental Management
Water Quality Section, Planning Branch
P.O. Box 29535
Raleigh, NC 27626-0535.

Operator: >William McKay
Cuuntys >Duplin
Date: >01/26/96
Dist. to nearest residence(other than owner): ft.
ws (farrow to finish). >
�_ Jws (farrow to feeder). >
head (finishing only) : > 3 672
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. f t .) : >
Volume of wash water (gallons/day) >
Temporary storage period (days): > 135
Freeboard (ft.): > 1
Side slopes (inside lagoon): > 2.4 : 1
Inside top length (ft.): > 365
Inside top width (ft.) : > 188.5
Top of dike elevation (ft.). > 36.2
Bottom of lagoon elevation (ft.). > 21.8
Seasonal high water table(SHWT) elev. (ft.) :_>
Total required volume: > 669650 cu. ft.
Actual design volume: >670749.55 cu. ft.
Stop pumping el. (> or = to 0.0 ft SHWT> 32.5 ft.
(> or = to 27.8 ft Min)
Required minimum treatment volume: 495720 cu. ft.
Volume at stop pumping elevation: 501459 cu. ft.
Start pumping elev.: > 34.5 ft.
Volume at start pumping elevation: 625068 cu. ft.
tual volume less 25yr-24hr rain: 627748 cu. ft.
TE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 130928 cu. ft.
Actual volume to be pumped:==> 123610 cu. ft.

NAME: Bill M c k: ay
'DRESS" Kenans v i l l e y N. C.
TYPE AND SIZE Topping Hogs
OF OPERATION 2448
CLASS 111
DESIGNED BY J i rnrny Vinson
DATE 10-1-87
APPROVED BY Jimmy Vinson
DATE 10-1-87
FERMAMENT STORAGE
2448 Hogs x
135 1 L' s p e r- hog. 1. Cu Ft p a r- lb.
TEMPORARY STORAGE
30480 1bs of animal x 1.35 cup ft.
per 1000 l bs of animal wt ,. ::
f waste per day
180 days
RAINFALL LESS EVAPORATION
7" X A030(1 sq„ ft. surface area per 12"per ft
RAINFALL - 25 YR. 1 DAY STORM
7„5u X ' 6030(1 sq. ft,. of surface area per 12" per ft.
C:UT TO FILL RATIO
-, .a
1 . .
TOTAL STORAGE NEEDED
TOTAL.. STORAGE AVAILABLE
AMOUNT OF FILL.. DIKE
FAD
TOTAL
SF._I....rLEfIE...I\I.T. :I.0%
TOTAL AMOUNT OF FILL
TOTAL EXCAVATION
7;:=4O4RO Cu Ft
R0307 Cu Ft
35175 Cu Ft
37688 Cu Ft
483649 Cu Ft
17913 Cu Yds
499'00 Cu Ft
1.:=� 4 8 9 Cu Y d s
1503.3 Cu Ft
14:7:500 Cu Ft
293833 ,3 Cu Ft
29383 Cu Ft
323216 Cu Ft
11 971 Cu Y d s
4 960 Cu Ft
1�887 CuYds
.._� �=.,�.

Bi|\ Mckay
�.I-)ROXIMATE NITROGEN CONTENT THAT WILL BE PRODUCED PER YEAR
NITROGEN (N) - 0.48 LBS PER 1000 LBS OF ANIMAL WT. X 365 DAYS
(N) -
0.48 x 330480 x 365
1000
(N) -57900.096 LBS
IT IS ES[IMATED THAT APPROXIMATELY 25 % OF THE NITROGEN WILL BE
AVAILABLE FOR USE AS FERTILIZER
THE FOLLOWING AMOUNT CAN BE APPLIED ON THE LAND
14475.024 LBS.
IF IED AT THE RATE OF 200 LBS PER Af CROPLAND (
72.37512 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
IF APPLIED AT THE RATE OF 400 LBS PER ACRE ON PASTURELAND (COASTA
36.18756 ACRES WILL BE NEEDED TO TAKE CARE OF THE EFFLUENT.
R-EFORE ANY EFFLUENT IS APPLIED TO THE LAND IT SHOULD BE ANALYZED
�
"DETERMINE THE EXACT NUTRIENT CONTENT. THE NCDA LABORATORY
`N RALEIGH IS MAKING SOME TEST ON A LIMITED BASIS. YOU SHOULD
CONTACT
AGRONOMIC SERVICES DIVISION
NCDA, BLUE RIDGE ROAD CENTER
RALEIGH N.C. 27611
PHONE: [phone]
,
'
WHEN APPLYING THE EFFLUENT TO CROPLAND IT SHOULD BE DISK AND A
COVER CROP SEEDED OR A ROW CROP PLANTED TO PREVENT EROSION
SOME OF THE EFFLUENT COULD BE USED FOR IRRIGATION PURPOSES
DURING THE GROWING SEASON.
36 AC OF LAND AVAILABLE FOR APPLICATION OF EFFLUENT
BEGIN PUMPING THE EFFLUENT WHEN
THE FLUID LEVEL REACHES 33.0 f� elev.
DO NOT LOWER THE FLUID ANY
LOWER THAN 5.0 ft.
THE EFFLUENT SHOULD BE APPLIED AT A RATE THAT WILL NOT CAUSE ANY
RUNOFF ONTO SURROUNDING AREAS OR LEACHING INTO THE GROUND WATER
OMMENDED APPPLICATION RATE IS 0.5 INCHES PER HOUR AND THE
(—(IMUM RECOMMENDED APPLICATION AMOUNT IS 1. INCH PER IRRGATION

.
Bi|| Mckay
L'EDIN(S SPECIFICATIONS
AREA TO BE SEEDED
APPLY THE FOLLOWING
USE THE GEED MIXTURE
INDICATED
4 AC.
4000 LBS. 8-8-8 FERTILIZER
8 TONS DOLOMITIC LIMESTONE
400 BALES SMALL GRAIN STRAW
200 LBS. FESCUE GRASS
140 LBS. OATS
200 LBS. BAHIA GRASS
16 LBS. WEEPING LOVE GRASS
48 LBS. HULLED BERMUDA GRASS
80 LBS. UNHULLED BERMUDA GRASS
DIVERT ALL WATER TO A STABLE OUTLET
THE NEAREST RESIDENCE IS 1500 FT.
T.B.M. 50.0 ft. ELEVATION
DESCRIPTION Top of bolt head of gate post

NAME:
VOLUME
VOLUME
Bill Mckay
DEPTH EAREA OF TOP + AREA OF BOTTOM + 4 X AREA OF MIDSECTION]
6.0 27
DEPTH C L X W + L X W+ 4 :: L :: W 3
12.0 E 170 + 265 X 110 + 4 X 295 !\ 1403
VOLUME = ---•--___._**
27
12.0 C 2496003
:f ii_.Lif1E = _....__..__r..__.- --
A.0 27
=
499200.0 CU. FT.
27.0
VOLUME = 1848 9 CU YDS
+mil �_.� �._� wn w
A0200.0 5q.ft.
483649.1 cu. ft. needed
SIDE SLOPES 2 ., 5 : 1

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EMERGENCY ACTION PLAN
PHONF. NI JMRFR S
DWQ 9/0 - 39q- 3goo
EMERGENCY MANAGEMENT SYSTEM 9i 0 - of 96 - A/ b o
SWCD 9/0- 02q6 -a/ao
NRCS 9io-aid - A/a/
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:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows 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 caused 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:
1 December 18, 1996

a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems, or solid separators.
e. Repair all leaks prior to restarting pumps.
E. Leakage from base or sidewall of lagoon. Often this is seepage as opposed to flowi;
a. Dig a small sump or ditch away from the embankment to catch all seepage, put
in a submersible pump, and pump back to the lagoon.
b. If holes are caused by burrowing animals, trap or remove animals and fill holes
and compact with a clay type soil.
c. 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. Ate 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 DWQ (Division of Water Quality) regional office;
Phone - - . After hours, emergency number. 919-733-3942. 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
c. Instruct EMS to contact local Health Department.
d. Contact CES, phone number - - , local SWCD office phone number , and
local NRCS office for advice/technical assistance phone number -
4. If none of the above works call 911 or the Sheriffs Department and explain your problem
to them and ask that person to contact the proper agencies for you.
2 December 18, 1996

5. Contact the contractor of your choice to begin repair of problem to minimize off -site
damage.
a. Contractors Name: Aoc: ``'-Y Se C •
b. Contractors Address: " (IC.- a)4 % 144 f+AdC Him
c. Contractors Phone: ZA'2.- 5%6 - 2- `F -
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.
a. Name:
b. Phone:
sery �.
tem, te-eMAC. ciy
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.
3 December 18, 1996

OPERATION & MAINTENANCE PLAN
Proper lagoon liquid 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 the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is 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
irrigate 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 fertilizer 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

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 of 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 sidewalis, 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 or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely "surprised" by equipment failure. You should perform your pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runoff) away from your lagoon and other waste
treatment or storage structures. The only water that should be
coming from your lagoon is that which comes from your flushing
(washing) system pipes and the rainfall that hits the lagoon directly.
You should inspect your diversion system for the following:
1. adequate vegetation
2. diversion capacity
3. ridge berm height

Identified problems should be corrected promptly. It is advisable to inspect your system
during or immediately following a heavy rain. If technical assistance is needed to
determine proper solutions, consult with appropriate experts.
You should record the level of the lagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour 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.

rt‘
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 lever (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.
Do not pump the lagoon liquid level lower that 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:

rrg
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 phosphores, it
should be applied only at rates equal to the crop removal of phosphorus. As with other
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon' Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include:
Modification of the lagoon structure ---an example is the placement of a pipe
in the dam without proper design and construction. (Consult an expert in
lagoon design before placing any pipes in 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.

Insect Control Checklist for Animal Operations
Source Cause BMPs to Minimize Insects Site Specific Practices
Liquid Systems
Flush Gutters
• Accumulation of Solids 171' Flush system is designed and operated sufficiently to
remove accumulated solids from gutters as designed;
gI Remove bridging of accumulated solids at discharge
Lagoons and Pits • Crusted Solids
e 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 I "Maintain vegetative control along banks of lagoons
Growth and other impoundments to prevent accumulation of
decaying vegetative matter along waters edge on
impoundment's perimeter.
nr„ Svctpms
Feeders • Feed Spillage O Design, operate and maintain feed systems(e.g.,
bunkers and troughs) to minimize the accumulation
of decaying.wastage.
O Clean up spillage on a routine basis (e.g., 7 - 10 day
interval during summer; 15-30 day interval during
winter) .
Feed Storage • Accumulation of feed residues
AMIC - November 11, 1996, Page 1
O 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
O kpr and remove or break up accumulated
solids in filter strips around feed storage as needed.

Source Cause BMPs to Minimize Insects Site Specific Practices
Animal Holding Areas • Accumulations of animal wastes
and feed wastage
O Eliminate low areas that trap moisture along fences
and other locations where waste accumulates and
disturbance by animals is minimal.
O 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 wastes 0 Remove spillage on a routine basis (e.g., 7-10 day
Systems interval during summer; 15-30 day interval during
winter) where manure is loaded for land application
O Pi6Vfinifil adequate drainage around manure
stockpi les.
O Inspect for an 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
AMIC - November 11, 1996, Page 2

Swine Farm Waste Management Odor Control Checklist
Source Cause BMPs to Minimize Odor Site Specific Practices
Farmstead • Swine Production ET Vegetative or wooded buffers;
O Recommended best management practices;
f Good judgement and common sense
Animal body surfaces
• Dirty manure -covered animals 17r-Dry floors
Floor surfaces • Wet manure -covered floors
Manure collection pits • Urine;
• Partial microbial decomposition
'Slotted floors;
'Waterers located over slotted floors;
O Feeders at high end of solid floors;
'Scrape manure buildup from floors;
'Underfloor ventilation for drying
ET Frequent manure removal by flush, pit recharge, or
scrape;
Ir Underfloor ventilation
Ventilation exhaust fans • Volatile gases;
• Dust
0/Fan maintenance;
f2r Efficient air movement
Indoor surfaces • Dust
L 'Washdown between groups of animals;
O Feed additives;
O Feed covers;
O Feed delivery downspout extenders to feeder
covers
Flush tanks
• Agitation of recycled lagoon liquid 0 Flush tank covers;
while tanks are filling 0 Extend fill to near bottom of tanks with
anti -siphon vents
Flush alleys
• Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance
Pit recharge points • Agitation of recycled lagoon liquid 0 Extend recharge lines to near bottom of pits with
while pits are filling anti -siphon vents
Lift stations • Agitation during sump tank filling 0 Sump tank covers
and drawdown
AMOC - November 11, 1996, Page 3

Source
Cause
BMPs to Minimize Odor Site Specific Practices
Outside drain collection or
junction boxes
• Agitation during wastewater
conveyance
O Box covers
End of drainpipes at lagoon • Agitation during wastewater
conveyance
Lagoon surfaces
Irrigation sprinkler nozzles
• Volatile gas emission;
• Biological mixing;
• Agitation
• High pressure agitation;
• Wind drift
Storage tank or basin • Partial microbial decomposition;
surface • Mixing while filling;
• Agitation when emptying
Settling basin surface
Manure, slurry or sludge
spreader outlets
Uncovered manure, slurry
or sludge on field surfaces
•
•
•
•
•
Partial microbial decomposition;
Mixing while filling;
Agitation when emptying
Agitation when spreading;
Volatile gas emissions
• Volatile gas emissions while
drying
Dead animals • Carcass decomposition
AMOC - November 11, 1996, Page 4
O Extend discharge point of pipes underneath
lagoon liquid level
Er Proper lagoon liquid capacity;
• Correct lagoon startup procedures;
Minimum surface area -to -volume ratio;
l3 Minimum agitation when pumping;
O Mechanical aeration;
O Proven biological additives
'irrigate on dry days with little or no wind:
Cr.—Minimum recommended operating pressure:
12K-Pump intake near lagoon liquid surface:
O Pump from second stage lagoon
❑ Bottom or midlevel loading:
❑ Tank covers:
O Basin surface mats of solids:
O Proven biological additives or oxidants
O Extend drainpipe outlets underneath liquid level;
11 Remove settled solids regularly
MV-Soil injection of slurry/sludges;
Izlt"/Wash residual manure from spreader after use;
n Proven biological additives or oxidants
• Soil injection of slurry/sludges;
Pt' Soil incorporation within 48 hrs.;
Ig' Spread in thin uniform lavers for rapid drying:
r1 Proven biological additives or oxidants
rl Proper disposition of carcasses

Source
Cause
BMPs to Minimize Odor
Site Specific Practices
Dead animal disposal pits
Incinerators
Standing water around
facilities
• Carcass decomposition
• Incomplete combustion
• Improper drainage;
• Microbial decomposition of
organic matter
n Complete covering of carcasses in burial pits;
n Proper location/construction of disposal pits
n Secondary stack burners
a'Grade and landscape such that water drains away
from facilities
Mud tracked onto public • Poorly maintained access roads
roads from farm access
Farm access road maintenance
Additional Information:
Swine Manure Management; .0200 Ru1eBMP 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 103-88
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; PIH-33
Environmental Assurance Program: NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO107, 1995 Conference Proceedings
AMOC - November 11, 1996, Page 5
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