310275_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: 31-0275 Certificate Of Coverage Number: AWS310275
2. Facility Name: Inlun Run
3. Landowner's Name (same as on the Waste Management Plan): Stephen D Williams
4. Landowner's Mailing Address: 1133 Sarecta Rd
City: Kenansville State: NC Zip: 28349-8667
Telephone Number: 910-298-5020 Ext. E-mail:
5. Facility's Physical Address: 1416 N Williams Rd
City: Pink Hill State: NC Zip: 28572
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): Stephen D. Williams Phone No.: 910-298-5020 OIC #: 17335
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Tvnes:
Operations Type
Swine - Wean to Feeder
Allowable Count
2,640
Swine Cattle Dry Poultry Other Types
Wean to Finish Dairy Calf Non Laying Chickens Horses - Horses
Wean to Feeder Dairy Heifer Laying Chickens Horses - Other
Farrow to Finish Milk Cow Pullets Sheep - Sheep
Feeder to Finish Dry Cow Turkeys Sheep - Other
Farrow to Wean Beef Stocker Calf Turkey Pullet
Farrow to Feeder Beef Feeder
Boar/Stud Beef Broad Cow Wet Pouttr
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)
1
ii/,,/93
Cl
/R/ .
000
19.50
!
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.10C(d) to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan (WUP), signed by the owner and a certified technical specialist containing:
a. The method by which waste is applied to the disposal fields (e.g. irrigation, injection, etc.)
b. A map of every field used for land application (for example: irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
S. 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]

1 attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and 143-215.6B, any person who knowingly makes any false statement,
representation, or certification in any application may be subject to civil penalties up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. if Landowner is a
corporation, signature should be by a principal
%executive officer of the corporation):
kit �► q�•rs Title: ©t Jria✓ Name: .7 4y
Signature: '"qX"� Date: 3 - 7 -
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: 2019I' c rmitRenewal®ncdenr.gov
FORM: RENEWAL -STATE GENERAL 02/2019

Version —November 26, 2018
Mortality Management Methods
Indicate which method(s) will be implemented.
When .selecting multiple methods indicate a primary versus secondary option.
Methods other than those listed must be approved by the State Veterinarian.
Primary Secondary Routine Mortality
Burial three feet beneath the surface of the ground within 24 hours of knowledge of animal
death. The burial must be at least 300 feet from any flowing stream or public body of water
(G.S.106-403). The bottom of the burial pit should be at least one foot above the seasonal
high water table. Attach burial location map and plan.
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 opiniontof 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.
au40A.- 4J4;(/(_ 3 -Pi-
Signature of Farm Owner/Manager Date
Signature of TEhnical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
08-24-2006
This plan has been prepared for:
INJUN RUN Nursery31275
Steven Williams
1133 Sarecta Rd
Kenansville, NC 28349
910-298-3990
This plan has been developed by:
Johnny Lanier
HYGRO Inc.
441 Cabin Street
Pink Hill, NC 28572
910-298-5426
eveloper Signature
Type of Plan: Nitrogen Only with Manure Only
Owner/Manager/Producer Agreement
I (we) understand and agree to the specifications and the operation and maintenance
procedures established in this nutrient management plan which includes an animal waste
utilization plan for the farm named above. I have read and understand the Required
Specifications concerning aninpal waste management that are included with this plan.
Signature (owner)
Signature (manager or producer)
Date
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: Aw1, 4 .
echnical S5ecialist Signature
249781 Database Version 3.1 Date Printed: 08-24-2006 Cover Page 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 will be applied on each field in
order to supply the indicated quantity of nitrogen from each source is also included. A balance of the total manure produced and the total manure applied is
included in the table to ensure that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Canm.
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
5044
p3
S5
Autryville
1.80
1.80
Small Grain, Silage
7.0 Tons
9/1-3/31
g5
0
0
Irrig.
85
33.95
0.00
61.11
0.00
5044
p3
S5
Autryville
1.80
1.80
Pearl Millett, Pasture
5.0 Tons
*4/1-9/30
*206
0
0
Irrig.
206
82.29,
0.00
148.11
0.00
5044
p4
S5
Autryville
1.67
1.67
Small Grain, Silage
7.0 Tons
9/1-3/31
85.
0
0
Irrig.
85
33.95
0.00
56.70
0.00
5044
p4
S5
Autryville
1.67
1.67
Pearl Millett, Pasture
5.0 Tons
•4/1-9/30
*206
0
0
Irrig.
206
82.29
0.00
137.42
0.00
5044
p5
S5
Autryville
2.12
2.12
Small Grain, Silage
7.0 Tons
9/1-3/31
85
0
0
brig.
85
33.95
0.00
71.98
0.00
5044
p5
S5
Autryville
2.12
2.12
Pearl Millett, Pasture
5.0 Tons
*4/1-9/30
*206
0
0
Irrig.
206
82.29
0.00
174.44
0.00
5044
p6
S5
Autryville
1.92
1.92
Small Grain, Silage
7.0 Tons
9/1-3/31
85
0
0
Irrig.
85
33.95
0.00
65.19
0.00
5044
p6
S5
Autryville
1.92
1.92
Pearl Millets, Pasture
5.0 Tons
*4/1-9/30
*206
0
0
Irrig.
206
82.29
0.00
157.99
0.00
5044
p7
S5
Autryville
1.49
1.49
Small Grain, Silage
7.0 Tons
9/1-3/31
85
0
0
Irrig.
85
33.95
0.00
50.59
0.00
5044
p7
S5
Autryville
1.49
1.49
Pearl Millen, Pasture
5.0 Tons
*4/1-9/30
*206
0
0
brig.
206
82.29
0.00
122.60
0.00
5161
p1
S5
Autryville
1.06
1.06
Small Grain Oversseed
1.0 Tons
10/1-3/31
$0
0
0
Irrig.
50
19.97
0.00
21.17
0.00
5161
p1
S5
Autryville
1.06
1.06
Hybrid Bermudagrass Pasture
5.5 Tons
*3/1-10/31
*206
0
0
Irrig.
206
82.29
0.00
87.22
0.00
5161
p2
S5
Autryville
2.21
2.21
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
19.97
0.00
44.14
0.00
5161
p2
S5
Autryville
2.21
2.21
Hybrid Bermudagrass Pasture
5.5 Tons
*3/1-10/31
*206
0
0
Irrig.
206
82.29
0.00
181.85
0.00
5161
p8
S5
Woodington
2.60
2.60
Fescue Pasture
4.0 Tons
8/1-7/31
*150
0
0
Irrig.
150
59.92
0.00
155.78
0.00
249781
Database Version 3.1
Date Printed: 8/24/2006
T�� WUT Page 1 of 2

Waste Utilization Table
Year 1
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Acres
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
Req'd
(lbs/A)
Cantu
Fert.
Nutrient
Applied
(lbs/A)
Res.
(lbs/A)
Applic.
Method
Manure
PA
Nutrient
Applied
(lbs/A)
Liquid
ManureA
pplied
(acre)
Solid
Manure
Applied
(acre)
Liquid
Manure
Applied
(Field)
Solid •
Manure
Applied
(Field)
N
N
N
N
1000
gal/A
Tons
1000 gals
tons
Total Applied, 1000 gallons
1,536.30
Total Produced, 1000 gallons
504.24
Balance, 1000 gallons
-1,032.06
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.
249781 Database Version 3.1 Date Printed: 8/24/2006
WUT Page 2 of 2

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5
Swine Nursery Lagoon Liquid waste generated 504,240 gals/year by a 2,640 animal
Swine Nursery Lagoon Liquid operation. This production facility has waste storage
capacities of approximately 180 days.
Estimated Pounds of Plant Available Nitrogen Generated per Year
Broadcast
1161
Incorporated
1995
Injected
2197
Irrigated
1262
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
1,262
i
3846
-2,584
1,536,298
-1,032,058
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 sourc
249781 Database Version 3.1 Date Printed: 08-24-2006 Source Page 1 of 1

The table shown below provides a summary of the crops or rotations included in this plan for each field. Realistic Yield
estimates are also provided for each crop in the plan. In addition, the Leaching Index for each field is shown, where
available.
Planned Crops Summary
Tract
Field
Total
Acres
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
5044
p3
1.80
1.80
N/A
Autryville
Small Grain, Silage
1
7.0 Tons
Pearl Millen, Pasture
5.0 Tons
5044
p4
1.67
1.67
N/A
Autryville
Small Grain, Silage
7.0 Tons
Pearl Millen, Pasture
5.0 Tons
5044
p5
2.12
2.12
N/A
Autryville
Small Grain, Silage
7.0 Tons
A
Pearl Mullett, Pasture
5.0 Tons
5044
p6
1.92
1.92
N/A
Autryville
Small Grain, Silage
7.0 Tons
Pearl Millen, Pasture
5.0 Tons
5044
p7
1.49
1.49
N/A
/
Autryville
Small Grain, Silage
7.0 Tons
Pearl Millen, Pasture
5.0 Tons
5161
p1
1.06
1.06
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tons
5161
p2
2.21
2.21
N/A
Autryville
Small Grain oveiseed
1.0 Tons
Hybrid Bermudagrass Pasture
5.5 Tans
5161
p8
_ 2.60
2.60
N/A
Woodington
Fescue Pasture
4.0 Tons
PLAN TOTALS:
14.87
14.87
LI
Potential Leachifn
Technical Guidance
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), Lang -Term No -Till (778), and edge-offield practices such
as Filter Strips (393) and Riparian Forest Buffers (391).
249781 Database Version 3.1 Date Printed 8/24/2006
NOTE: Symbol * means user entered data
PCS Page 1 of 1

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)
5044
p3
Autryville
0.60
1.0
5044
p4
Autryville
0.60
1.0
5044
p5
Autryville
0.60
1.0
5044
p6
Autryville
0.60
1.0
5044
p7
Autryville
0.60
1.0
5161
pl
Autryville
0.60
1.0
5161
p2
Autryville
0.60
1.0
5161
p8
Woodington
0.40
1.0
249781 Database Version 3.1 Date Printed 8/24/2006
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 treatmait 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 strew and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also be a
concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PAN Rate
lb/ac
Maximum Sludge
Minimum Acres
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Application Rate
1000 gal/ac
5 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
Corn 120 bu
150
13.16
6.72
13.44
20.16
Hay 6 ton R.Y.E.
300
26.32
3.36
6.72
10.08
Soybean 40 bu
160
14.04
6.30
12.60
18.90
249781 Database Version 3.1 Date Printed: 08-24-2006 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.
Source Name
Swine NurseryLagoon Liquid
Design Storage Capacity (Days)
Start Date
9/1
180
Plan Year
Month
Available Storage Capacity (Days) *
1
1
180
1
2
180
1
3
180
1
4
180
1
5
180
1
6
180
1
7
180
1
8
180
1
9
180
1
10
180
1
11
177
1
12
180
* Available Storage Capacity is calculated as of the end of each month.
249781 Database Version 3.1 Date Printed: 08-24-2006 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 prone to
flooding (see "Weather and Climate in North Carolina" for guidance).
249781 Database Version 3.1 Date Printed 8/24/2006 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.
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.
249781 Database Version 3.1 Date Printed: 8/24/2006 Specification Page 2

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
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.
249781 Database Version 3.1 Date Printed: 8/24/2006 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.
249781 Database Version 3.1 Date Printed: 8/24/2006 Specification Page 4

Crop Notes
The following crop note applies to field(s): p8
Fescue: Coastal Plain, Mineral Soil, Poorly Drained to Somewhat Poorly Drained.
Adaptation: Moderate to Marginal
In the Coastal Plain, tall fescue can be planted Sept. 1 to Oct. 15 (best) and Feb. 15 to Mar. 20. For
pure -stand broadcast seedings use 20 to 30 lb/ac., for drilled use 15 to 20 lb/ac. seed. Use certified seed to
avoid introducing weeds or annual ryegrass. Plant seed 0.25" to 0.5" deep for pure stands, 0.25" in mixture
with clovers. Tall fescue will tolerate soil wetness but not flooding or prolonged saturation; use ladino
clover for mixtures on these soils. Soil test for preplant and maintenance lime, phosphorus, and potassium
recommendations. Apply 40 to 60 Ib/ac nitrogen at planting for pure stands only. Do not apply N for
mixtures with clovers but use proper legume inoculation techniques. Apply 150 to 200 lb/ac. N to
pure -stand fescue for hay production; reduce N rates by 25% for grazing. Apply N Feb. 1 to Mar. 20 and
Aug. 20 to Sept. 30, with equal amounts in each window. Refer to NCSU Technical Bulletin 305
Production and Utilization of Pastures and Forages in North Carolina for additional information or consult
your regional agronomist or extension agent for assistance.
The following crop note applies to field(s): p 1, p2
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.
249781 Database Version 3.1 Date Printed: 08-24-2006 Crop Note Page 1 of 2

0
The following crop note applies to field(s): p 1, p2
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 1001b/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.
Small Grain Silage
Pearl Millett: No Comment
The following crop note applies to field(s): p3, p4, p5, p6, p7
The following crop note applies to field(s): p3, p4, p5, p6, p7
249781 Database Version 3.1 Date Printed: 08-24-2006 Crop Note Page 2 of 2

Narrative
This WUP Is Written Based On A Wetted Acres Design.
The Smallgrain Overseed Used In The Summer/Winter Annual Rotation Will Be Grazed,
With Any Remaining Cover Crop To Be Cut And Baled Prior To Planting Of The Summer Annual.
249781 Database Version 3.1 Date Printed: 08-24-2006 Narrative Page 1 of 1

INJUN RUN NURSERY
Fac 31-275
Hydrant Layout Diagram
Not To Scale

L
Tract 5044
Farm 9664
Duplin County FSA Office
(H)= Highly Erodible Land
CLU Boundary
17
Map Printed:November 15, 2005

1122
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United States
Department of
Agriculture
Soil
Conservation
Service
P. O. Box i7
Kenansville, NC 28349
Telephone [phone]
WASTE MANAGEMENT FACILITY SITE EVALUATION
GENERAL INFORMATION
NAME 511-e W4 0 W; I `i
1 3 3 So rer.-i, RA
KPAaAs./i l) e_ ! N C ,1
TELEPHONE 9 /0 - .399 0
LOCATION On .S'k /)0( Af,)ror. F
mjet
SIZE OF OPERATION / — 2600 N vrcer y
LOCATION DATA
DISTANCE FROM NEAREST RESIDENCE NOT OWNED BY PRODUCER
NUMBER OF HOUSES WITHIN 2000 FEET OF SITE
IS SITE WITHIN 100 YEAR FLOOD PLAIN?
IS SITE AT LEAST-100 FEET FROM A "BLUE LINE" PERENNIAL STREAM? _YES , / -NO
IS SITE WITHIN 1 MILE ZONING JURISDICTION OF A MUNICIPALITY?
if yes, landowner should consult with -local zoning board about required permits
C.?.»/'+ (sc4 led )
YES NO
YES . - -NO - v _
WETLANDS
WILL SITE INVOLVE CLEARING WOODLAND OR ANY NON CROPLAND ? YES NO ✓
IF YES, HAS PRODUCER COMPLETED AN AD-1026 FORM? YES NO
DOES NON WETLAND NEED TO BE MEASURED BY REGISTERED SURVEYOR PRIOR TO
APPROVING WASTE MANAGEMENT PLAN YES NO i/
IF WETLANDS ARE INVOLVED, IT IS THE RESPONSIBILITY OF THE PRODUCER TO CONTACT THE US
ARMY CORP OF ENGINEERS'AND THE NC DIVISION OF ENVIRONMENTAL MANAGEMENT TO
DETERMINE IF ADDITIONAL PERMITS ARE REQUIRED. NO WETLANDS SHOULD BE ALTERED UNTIL
PRODUCER RECEIVES WRITTEN APPROVAL FROM SCS, US ARMY CORP OF ENGINEERS AND NC
DIVISION OF ENVIRONMENTAL MANAGEMENT.
WASTE MANAGEMENT — VALID ONLY IF WASTE MANAGEMENT PLAN ATTACHED
DOES PRODUCER OWN ENOUGH LAND TO PROPERLY LAND APPLY WASTE? YES ✓ NO
IF NO, DOES PRODUCER HAVE ACCESS TO MORE LAND? YES NO
SEE ATTACHED PLAN FOR SPECIFIC RECOMMENDATIONS
SOIL INVESTIGATION -- VALID ONLY IF SOIL INVESTIGATION SHEET ATTACHED
IS SOIL SUITABLE FOR LAGOON?
IS A CLAY LINER REQUIRED?
IF YES, IS CLAY AVAILABLE ONSITE?
IS A CORE TRENCH REQUIRED?
YES ✓ NO
YES-7—NO
YES NO QUESTIONABLE
YES NO
SITE APPROVED
COMMENTS
YES NO CONDITIONAL ✓
oovi 'II how +0^k L,.ie wi-}.: I1J
c a 4 .si1 eer, roller.
APPROVAL BASED ON SCS STANDARDS VALID FOR 60 DAYS FROM DATE SIGNED. THIS APPROVAL
SUBJECT TO CHANGE BASED ON CHANGES IN NATIONAL, STATE, OR LOCAL LEGISLATION.
T ►L.A0G COnNs UST 3EiCe50 FEET FROM RESIDENCE AT TIME OF DESIGN.
Department of Agriculture SIGNATURE10446 cr
is an agency of the
DATE q,

US Department of Agriculture
Soil Conservation Service
NC -CPA 16
4-92
ENVIRONMENTAL EVALUATION
Land User/Owner S+Pr h e -, 0 VV; / 1, m p, r County / J 1 r l
Location/Tract & Field Number 1-SW/ {IL / Acreage //,D 9
Prepared by
1-151AAJ Date 93
Brief Description of Planned Practice/RMS/Project Measure:
1 , A. !1J►A Cr i `H e t A e u Y- a.J4Vrf P/4+
Environmental Factors and Resources to Identify and Evaluate J
1. Is wetland included in the planning area: (References: NCPM;
190-GM 410.26; Hydric soils list; Classification of Wetlands and
Deepwater Habitats of the U.S.; National Wetlands Inventory Maps;
NFSAM.
No
Yes - If yes,
Identify types present
Attach environmental evaluation showing what effect
planned assistance will have on wetland and how this
assistance is within policy
Have needed permits (CAMA, DEM, Corps, etc.) been
obtained by the landuser?
Make sure no planned practices will put the landowner in
violation of Swampbuster
2. Endangered and/or threatened species: (References: 190-GM
410.22; Technical Guide Section I-i(13) and Section I-vii
No Yes
-- Identify species whose range and habitat needs indicate
they might occur in planning area
-- Identify on map any designated critical habitat

•
•
3 Is a designated natural or scenic area included in, the planning
area or will planned actions 'impact on an adjacent natural or
scenic area? (References: 190-GM 410.23 and .24)
No
Yes - If yes,, encourage landus.er, to: consult with concerned
agencies:, societies, and individuals to arrive at
mutually, satisfactory land use and treatment:.:
4.. Does the- planning: area. include- the 10,Q-year- flood. plain?
(References::. N .pri 19.0--GM 410.254 HUD. Flood. Plain, maps-);
� No
Xes: -. If yes.,,
Is e assistetion: ly tQ h: i�.
adve:rthee effectsd, onac; exist-inglike:_naturalaveand:s.ignbeneficiaficantl
Values: in, the. flood: plain?' - -
-� Is, there a- practical alternative: outside: the: flood,
pl•a.in?•
— Has; the flood plain: been used for agricultural
production for at least 3. of the, last 5, years.?.
5., Is. an; archfaeoiog cal or historical site located: in- the: planning:
area?(Rejferences:. NCPM.;. 420-GM 401;• National. Register. Of
Hsi-stor.•ic: Places),
No -
Yes: - If yes,:
protection of
have steps, been; taken, to ensure the
this area?'
6... Are there anyprime•, unique,or locally important farmlands- in
the operating. unit?' (:References: 310-GM).
No.
Yes - If yes, identify on a soils
74 Will. the action result in sodbusting?
✓ No. Yes
8.. Will the. actionresult in swampbusting?
No Yes•
map or legend . !� v 13
9.. Is there a potential for controversy?- From. whom?. AdJo;,,.
No. Yes• 1--4""0"1by

10. Are permits required?/Should the person contact permit agencies?
No
Yes
V When an environmental factor or resource is identified on the
site, the user will refer to the appropriate reference for policy
and document the appropriate action in the notes portion of this
form.
NOTES, DOCUMENTATION, FOLLOW-UP
4° /1/1 i; eJ; s+V u+ )

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Ic;;ure from i'1 is
i'SWCD 1
l-.V..STlCK 11:.YM. St-.P1 NG 1`.�1!.: t ]`, AND Crd .Ci1 rT r:; LAND APPLICATION RATES
I. SAMPLE COLLECTION
A. Liquid Manure Slurry
1. Under -slotted -floor pit
a. Use a length of 1/2" conduit open on one end and that can be
easily sealed on the other end (e.g., by placing one's thumb
over the end of the conduit).
b. With both ends of the conduit open, extend it into the, manure
to the pit floor.
c. Seal the upper end of the conduit trapping the manure that has
entered the lower end, remove and empty into a bucket or container.
c. Collect samples from at least 5 locations or at least enough
for a total of 1 quart of slurry. -
e.- Thoroughly mix this slurry and empty approximately 1/2 pint `'
into sample container.
2. Exterior storage basin or tank
a. Make sure the manure has been well mixed or homogenized with a
liquid manure chopper -agitator pump or propeller agitator.
b. Take samples from approximately 5 locations in the pit, from the
agitator pump, or from the1minure spreader and place.in a bucket.
Thorou hlmix and empty I' 2 ' t into sample container.
. 9 .Y p y l/ pin p
II. SAMPLE PREPARATION AND TRANSFER
A. Place the sample .for analysis into a flexible or expandable container that
can be sealed. The container should be rinsed clean with water and free
of any residues but should not be chlorinated or treated in any other way.
Dry litter may also be placed in a sealed plastic bag such as a freezer bag.
6. The sample should be refrigerated, iced or cooled, if possible, or trans-
ferred to the lab immediately.
C. Hand -delivery is the most reliable way of sample transfer, but it can also
be mailed.
D. If mailed, sample container should first be protected with a packing material
such as newspaper, then boxed or packaged with wrapping paper and taped.
E. The NCDA Plant Analysis Lab provides this service for a nominal fee of
$4 per sample which should be forwarded along with the sample.

PSWCD 1
1. Address: N. C. Department of Agriculture
Plant Analysis Lab --
Agronomic Division
Blue Ridge Road Center
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell
F. Request that as a minimum the following analyses be performed:
1. Total nitrogen (TKO
2. Ammonia nitrogen ()
'3. Total phosphorus .(TP)
4. Potassium . (K)
5. Dry litter samples should also include a total so -lids (TS) analysis.
G. Other analyses performed at no extra cost by NCDA' include trace minerals.

a -
;oc:1 L i qu id • .
PSWCD 2
B. Lagoon Liquid
--
1. Collect approximately 1/2 pint of recycled lagoon liquid from the
inflow pipe to the flush tanks.
2. From lagoon
a. Place a small bottle (1/2 pint or less) on the end of a 10-15
foot long pole.
b. Extend the bottle 10-15 feet away from the bank edge.
c. Brush away any floating scum or debris so it is not collected
with sample.
d. Submerge the bottle within 1 foot of the liquid surface.
e. Repeat at approximately 5 locations around the lagoon, place
into a bucket, thoroughly -mix,- and empty 1 pint into s_ampl e
container.
3. From a multi -stage lagoon system collect sample from lagoon that
is going to be irrigated from.
II. SAMPLE PREPARATION AND TRANSFER
A. Place the sample for analysis into a flexible or expandable container that
can be sealed. The container should be rinsed clean with water and free
of any residues but/should not be chlorinated or treated in any other way..
Dry litter may al 'o be placed in i eal ed plastic bag such as a freezer bag.
B. The sample should be refrigerated, iced or cooled, if possible, or trans-
ferred to the lab immediately.
C. Hand -delivery is the most reliable way of sample transfer, but it can also
be mailed.
D. If mailed, sample container should first be protected with a packing material
such as newspaper, then .boxed or packaged with wrapping paper and taped.
E. The NCDA Plant Analysis -Lab provides this service for a nominal fee of
$4 per sample which should be forwarded along with the sample.
1. Address: N. C. Department. of Agriculture
Plant Analysis Lab
Agronomic Division
Blue Ridge Road Center
Raleigh, NC 27611
Ph: [phone]
Attn: Dr. Ray Campbell

PSWCD 2
F. Request that as a minimum the following analyses be performed:
1. Total nitrogen (TKN)
2. Ammonia nitrogen NH N)
3. Total phosphorus (TP) •
4. Potassium (K)
5. Dry litter samples should .also include a total solids (TS) analysis.
G. Other analyses performed at no extra cost by NCDA include trace minerals.

MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Phone: [phone]
Calculations By:
Date:
Farm Operator:
County: Duplin
Distance to nearest residence (other than owner):
John Lenfestey
11/11/93
INPUT DATA:
Sows (farrow to finish) =
Sows (farrow to feeder) =
Head (finishing only) =
Sows (farrow to wean) =
Head (wean to feeder) =
Steve Williams
0
0
0
0
2,640
Seasonal high water table elevation =
Storage Volume for sludge accumulation =
Treatment volume (Min. = 1 CF/Lb) =
Inside top length of dike =
Inside top width of dike =
Top of Dike Elevation =
Bottom of lagoon elevation =
Freeboard depth of dike =
Side slopes on dike =
25 Year — 24 Hour Rainfall =
Rainfall in excess of evaporation =
Minimum Permanent Storage Depth =
CALCULATED DATA:
Minimum treatment volume — livestock =
Vol. of Waste Produced = 19,388 CF
Vol. of Wash Water = 0 CF
Rainfall —Excess Evapor. = 12,250 CF
Rainfall / 25 Yr Storm = 13,125 CF
Minimum temporary storage volume =
Total minimum required treatment volume =
Total design volume available =
Total temporary volume available =
Total Volume at start pumping elevation =
Design Volume less 25 Yr — 24 Hr Rainfall =
Minimum Volume for permanent storage =
Permanent storage volume is
1000.0 Feet
95.0 Feet
0.0 Cu. Ft. (As Per Owner's Requ
1.0 CF/Lb
175.00 Feet
120.00 Feet
99.00 Feet
87.00 Feet
1.00 Feet
3.0 : 1
7.50 Inches
7.00 Inches
8.35 Feet
79,200 Cubic Feet
44,763
123,963
125,169
45,316
111,192
112,044
79,853
greater than
Cubic
Cubic
Cubic
Cubic
Feet
Feet
Feet
Feet
CF @
Cubic Feet
97.25 Feet
CF @ 95.35 Feet
Mimimum treatment
volume for livestock

MURPHY FARMS, INC.
Farm Operator: Steve Williams
Date: 11 /11 /93
VOLUME CALCULATIONS:
1. STEADY STATE LIVE WEIGHT
0 sows (farrow to finish) X
0 sows (farrow to feeder) X
0 head (finishing only) X
0 sows (farrow to wean) X
2,640 head (wean to feeder) X
1417 Lbs. =
522Lbs.=
135Lbs.=
433Lbs.=
30Lbs.=
0 Lbs.
0 Lbs.
0 Lbs.
0 Lbs.
79,200 Lbs.
TOTAL STEADY STATE LIVE WEIGHT (SSLW) = 79,200 Lbs.
Page 2
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
Minimum volume = Lbs. SSLW x Treatment Volume (CF/Lb. SSLW)
Minimum volume = 79,200 Cubic Feet
3. STORAGE VOLUME FOR SLUDGE ACCUMULATION
Minimum volume = 0.0 Cu. Ft. (As Per Owner's Re
4. TOTAL DESIGN VOLUME
Inside top length of dike =
Inside top width of dike =
Top of Dike Elevation =
Bottom of lagoon elevation =
Freeboard depth of dike =
Side slopes on dike =
Total design lagoon liquid level elevation =
Total design liquid level depth =
175.00 Feet
120.00 Feet
99.00 Feet
87.00 Feet
1.00 Feet
3.0 :1
98.00 Feet
11.00 Feet
Determine total design volume using prismoidal formula:
SS / End1 =
SS / End2 =
3.0 Feet
3.0 Feet
Inside Dike Length @ Design Liquid Level =
Inside Dike Width @ Design Liquid Level =
SS / Side1 =
SS/Side2=
169.00 Feet
114.00 Feet
3.0 Feet
3.0 Feet

MURPHY FARMS, INC.
Farm Operator: Steve Williams
Date: 11/11/93
VOLUME CALCULATIONS (continued):
Area of Top =
Area of Top =
Area of Top =
Area of Bottom =
Area of Bottom =
Area of Bottom =
Inside dike length(top) * Inside dike width(top)
169.00 * 114.00
19,266 Square Feet
Inside dike length(bottom) * Inside dike width(bottom)
103.00 * 48.00
4,944 Square Feet
Area of Midsection = Inside dike length(mid) * Inside dike width(mid)
Area of Midsection = 136.00 * 81.00
Area of Midsection = 11,016 Square Feet
Page 3
Total design volume = [Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
Total design volume = 68,274 * 1.83
Total design volume = 125,169 Cubic Feet
4A. TOTAL DESIGN VOLUME AT START PUMPING ELEVATION OF 97.25 Feet
Area of Top =
Area of Bottom =
Area of Midsection =
Volume @Start Pump =
Volume @Start Pump =
Volume @Start Pump =
18,013 Square Feet
4,944 Square Feet
10,533 Square Feet
[Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
65,088 * 1.71
111,192 Cubic Feet
4B. TOTAL DESIGN VOLUME AT END PUMPING ELEVATION OF 95.35 Feet
Area of Top =
Area of Bottom =
Area of Midsection =
Volume @ End Pump =
Volume @ End Pump =
Volume @ End Pump =
15,019 Square Feet
4,944 Square Feet
9,354 Square Feet
[Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
57,379 * 1.39
79,853 Cubic Feet

MURPHY FARMS, INC.
Farm Operator: Steve Williams
Date: 11 /11 /93
VOLUME CALCULATIONS (continued):
4C. TOTAL DESIGN VOLUME AT PERMANENT STORAGE ELEVATION
Minimum Permanent Storage Depth = 8.35 Feet
Area of Top =
Area of Bottom =
Area of Midsection =
Permanent Volume =
Permanent Volume =
Permanent Volume =
15,019 Square Feet
4,944 Square Feet
9,354 Square Feet
Page 4
[Area of Top + (4 * Area of Midsection) + Area of Bottom] * (Depth/6)
57,379 * 1.39
79,853 Cubic Feet
5. TEMPORARY STORAGE VOLUME CALCULATIONS
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design temporary storage period = 180.0 Days
Area of Lagoon = Length at top of dike * Width at top of dike
Area of Lagoon = 175.00 * 120.00
Area of Lagoon = 21,000 Square Feet
Area of Buildings (roof & lot water) = Length of Buildings * Width of Buildings
Area of Buildings = 0.0 * 0.0
Area of Buildings = 0.0 Square Feet
Design Drainage Area = Area of Lagoon (Top of Dike) + Area of Buildings
Design Drainage Area = 21,000 + 0
Design Drainage Area = 21,000 Square Feet
5A. VOLUME OF WASTE PRODUCED
Approximate daily production of manure in CF/LB SSLW 0.00136 CF/Lb SSLW
Volume of Waste = Lbs. SSLW * CF of Waste/Lb./Day * 180 Days
Volume of Waste = 79,200 * 0.00136 * 180
Volume of Waste = 19,388 Cubic Feet

f
i.
MURPHY FARMS, INC.
Farm Operator: Steve Williams
Date: 11 /11 /93
TEMPORARY STORAGE VOLUME CALCULATIONS (continued)
5B. Volume of Wash Water
This is the amount of fresh water used for washing floors or volume
of fresh water used for a flush system. Flush systems that recirculate
the lagoon water are accounted for in 5A.
Vol. of Wash Water =
Vol. of Wash Water =
Vol. of Wash Water =
Page 5
Gallons per Day * Temporary Storage Period / 7.48 Gals./ Cubic Foot
0 * 180
0 Cubic Feet
5C. Volume of Rainfall in Excess of Evaporation
Use period of time when rainfall exceeds evaporation by largest amount.
180 days excess rainfall = 7.00 Inches
Vol. of Excess Rainfall =
Vol. of Excess Rainfall =
Vol. of Excess Rainfall =
Design Area * Rainfall Amount
21,000 * 7.00
12,250 Cubic Feet
5D. Volume of 25 Year — 24 Hour Storm
Vol. of Storm Rainfall =
Vol. of Storm Rainfall =
Vol. of Storm Rainfall =
Design Area * Rainfall Amount
21,000 * 7.50
13,125 Cubic Feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. Volume of Waste Produced =
5B. Volume of Wash Water =
5C. Vol. of Rainfall in Excess of Evapor. =
5D. Vol. of Rainfall / 25 Yr — 24 Hr Storm =
TOTAL TEMPORARY VOLUME =
19,388 Cubic Feet
0 Cubic Feet
12,250 Cubic Feet
13,125 Cubic Feet
44,763 Cubic Feet

MURPHY FARMS, INC.
Farm Operator: Steve Williams
Date: 11/11/93
6. SUMMARY
Minimum treatment volume — livestock =
Minimum temporary storage volume =
Total minimum required treatment volume =
Total design volume available =
Total temporary volume avaliable =
Design start pumping elevation =
Total Volume at start pumping elevation =
Design Volume Tess 25 Yr — 24 Hr Rainfall =
Design end pumping elevation =
Total Volume at end pumping elevation =
Design min. permanent storage elevation =
Total Volume at min. storage elevation =
Vol. of Permanent + Temporary Storage =
NOTE: Bottom of Temporary Storage =
the water table elevation of
7. DESIGNED BY: John Lenfestey
DATE: 11/11/93
APPROVED BY:
DATE:
79,200 Cubic Feet
44,763 Cubic Feet
123,963 Cubic Feet
125,169 Cubic Feet
45,316 Cubic Feet
97.25 Feet
111,192 Cubic Feet
112,044 Cubic Feet
95.35 Feet
79,853 Cubic Feet
95.35
79,853
124,616
Feet
Cubic Feet
Cubic Feet
95.35 Feet is above
95.00 Feet
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN
COMMENTS:
Page 6

MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Phone: [phone]
Calculations By: John Lenfestey
Date: 11 /11 /93
Farm Operator: Steve Williams
County: Duplin
Distance to nearest residence (other than owner):
INPUT DATA:
Sows (farrow to finish)=
Sows(farrow / feeder) =
Head (finishing only) _
Sows (farrow to wean)_
Head (wean to feeder)_
0
0
0
0
2,640
Seasonal high water table elevation =
Storage Volume for sludge accumulation
Treatment volume (Min. = 1 CF/Lb) =
Inside top length of dike =
Inside top width of dike =
Top of Dike Elevation =
Bottom of lagoon elevation =
Freeboard depth of dike =
Side slopes on dike =
25 Year — 24 Hour Rainfall =
Rainfall in excess of evaporation =
Minimum Permanent Storage Depth =
CALCULATED DATA:
Minimum treatment volume
Waste Produced #1 =
Wash Water #1 =
Rainfall Excess Evap. =
Rainfall / 25 Yr. Storm =
— livestock =
9,694 Cu. Ft.
0 Cu. Ft.
12,250 Cu, Ft.
13,125 Cu. Ft.
Minimum temp. storage volume of lagoon =
Total minimum required treatment volume =
Total design volume available =
Volume of Clay Liner =
Volume of Clay Liner =
Volume of Clay Liner =
Volume of Clay Liner =
1000.0 Feet
Lagoon
95.00 Feet
0.0 Cu. Ft.
1.0 CF/Lb
175.00 Feet
120.00 Feet
99.00 Feet
87.00 Feet
0.0 Feet
3.0 : 1
7.50 Inches
7.00 Inches
8.35 Feet
79,200 Cu. Ft.
35,069 Cu. Ft.
114,269 Cu. Ft.
145,296 Cu. Ft.
Design Volume of Clay Liner
169,553 Cu. Ft.
24,257 Cu. Ft.
898 Cubic Yards
#2 =
#2 =
#2 =
#2 =
#2 =
#2 =
#2 =
Clay Liner
95.00
0.0
1.0
181.00
126.00
99.00
85.50
0.0
3.0
7.50
7.00
8.35
9,694
0
12,250
13,125
35,069
114,269
169,553
— Design Volume of Lagoon
145,296 Cu. Ft.
Feet
CF
C F/Lb
Feet
Feet
Feet
Feet
Feet
:1
In.
In.
Feet
Cu. Ft.
Cu. Ft.
Cu. Ft.
Cu. Ft.
Cu. Ft.
Cu. Ft.
Cu. Ft.

Steve Williams, 2640 Nursery — Duplin County
Typical View of a One --Stage Lagoon System
High End Pad Elevation:
104.00 Ft.
Low End Pad Elevation: 103.55 Ft.
Confinement
Building
Pit
Top of Dike Elevation: 99.00 Ft.
Top width: 12 Ft. Maximum Fluid Elevation: 98.00 Ft.
Discharge Pipe Invert Elevation: 97.25 Ft.
12 " pipe (Needs to be
adequately supported)
Bottom Elevation: 87.00 Ft.
Treatment Lagoon
Maximum Depth: 11.00 Ft.
Start Pumping: 97.25 Ft.
End Pumping: 95.35 Ft.
Water Table: 95.00 Ft.
/
Inside Side Slopes: 3:1
Outside Side Slopes: 3:1

CERTIFICATION OF ENGINEER
The undersigned, an engineer duly registered to practice under the laws of
the State of North Carolina, hereby certifies that these plans and calculations
entitled " Steve Williams " a 2,640 Head, Wean to Feeder Farm
are an accurate copy of the work to be performed on this project.
These plans fully and accurately depict the layout, location and dimensions of
the project site.
The design volume calculations are based on the guidelines established by the
United States Department of Agriculture, Soil Conservation Service.
Signature:
Registration No.
Date: / 2i
111
•
•♦ •AL -•• ..
•
•94 •
•
♦ I• l •
� %,,A• •

MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
•
Farm Operator: Steve Williams
Date: 11 /11 /93
• Page 1
SPECIFICATIONS FOR CONSTRUCTION OF WASTE TREATMENT LAGOONS
SECTION 1: CLEARING
All trees and brush shall be removed from the construction area before any
excavation or fill is started. Stumps will be removed within the area of the
foundation of the embankment, all fill areas and all excavated areas. All
All stumps and roots exceeding one (1) inch in diameter shall be removed
to a minimum depth of one (1) foot below final grade. Satisfactory disposition
will be made of all debris.
The foundation area shall be loosened thoroughly before placement of
the embankment material. The lagoon site (and pad site if needed) is to be
stripped of topsoil (minimum of 3') and stockpiled for use on dike and pad
slopes (finished depth of 2-3").
SECTION 2: CUT—OFF TRENCH
A cut—off trench (when specified) shall be installed as shown on the plans.
SECTION 3: CONSTRUCTION
Construction of excavated and earthfill areas shall be performed to the neat
lines and grades as planned. Deviations from this will require prior approval
of the SCS. Earthfill shall be placed in a maximum of 6" lifts and shall not
be placed in standing water. Compaction shall be performed by the construction
equipment or by a sheeps—foot roller during placement.
The embankment of the lagoon shall be installed using the more impervious
materials. Construction of fill heights shall include ten (10) percent overage
for settlement.

V
MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Farm Operator: Steve Williams
Date: 11 /11 /93
SPECIFICATIONS FOR CONSTRUCTION (Continued)
To protect against seepage, when areas of unsuitable material are
encountered, they will need to be excavated to a minimum of one (1) foot
below grade and backfilled and compacted with a SCS approved material
(ie — CL, SC, CH). Refer to the soil investigation information in the plans
for special considerations. Precautions should be taken during construction
to prevent excessive erosion and sedimentation.
SECTION 4: VEGETATION
All exposed embankment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construction
according to seeding specifications sheet.
Page 2

•
MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Farm Operator: Steve Williams
Date: 11 /11 /93
SEEDING RECOMMENDATIONS
Acres of Fescue Grass:
Acres of Bahia Grass:
Acres of Hulled Bermuda Grass:
Acres of Rye Grain:
Acres of Rye Grass: (Temporary)
3.0
0.0
0.0
0.0
3.0
Total Area to be seeded: 6.0 Acres
Use the following seed mixtures indicated:
180.0 Lbs. Fescue Grass @ 60 Lbs./Acre
(Best suited on clayey or wet soil conditions)
Seeding Dates: September 15 To November 30
0.0 Lbs. 'Pensacola' Bahia Grass @ 60 Lbs./Acre
(See Footnote No. 1)
Seeding Dates: March 15 to June 30
0.0 Lbs. Hulled Bermuda Grass @ 8 Lbs./Acre
(Suited for most soil conditions)
Seeding Dates: April 1 to July 31
0.0 Lbs. Rye Grain @ 30 Lbs./Acre (Nursery for Fescue)
120.0 Lbs. Rye Grass @ 40 Lbs./Acre (Temporary Vegetation)
Seeding Dates: December 1 to March 30
300.0 Total Lbs. seed mixture are required for this application
Page 1

Q
MURPHY FARMS, INC.
P.O. Box 759
Rose Hill, NC 28458
Farm Operator: Steve Williams
Date: 11 /11 /93
SEEDING RECOMMENDATIONS (Continued)
Apply the following to the seeded area:
6,000.0 Lbs. of 10-10-10 Fertilizer @ 1000 Lbs./Acre
12.0 Tons of Dolomitic Lime © 2 Tons/Acre
600.0 Bales of small grain straw @ 100 Bales/Acre
All surface drains should be installed prior to seeding. Shape all disturbed
areas immediately after earth moving is completed.
Apply lime and fertilizer, then disk to prepare a 3 to 4 inch smooth seedbed.
Apply seed and firm seedbed with a cultipacker or similar equipment.
Apply mulch and secure with a mulch anchoring tool or netting.
Note 1: Pensacola Bahia Grass is slower to establish than common bermuda
grass. When using Bahia, it is recommended that 8 Lbs./Acre
of common Bermuda be included to provide cover until the
Bahia Grass is established.
Page 2

Total Volumes
Grid cell size: 3.33 by 3.34
Original drawing scale: 50.00 ft/in
Project:
Drawing:
Number:
Location:
Bid Date:
Engineer:
Owner:
Estimator:
Steve Williams Nursery
Pad & Lagoon
Duplin County
John Lenfestey
Steve Williams
Prepared by: using SITEWORK BASIC
Date: 11/10/93 Time: 11:23:32
Final surface: Proposed #3 (Pit Recharge)
Initial surface: Existing
Cut .
Fill :
Tight Volumes
5201.40
3771.24
Difference : 1430.16
All volumes are in cubic yards.
Expansion (Z) Expanded Volumes
0.00
20. 00
5201.40
4525. 49
Net Export : 675.91

%ts.t ion: -45.0
awor• Le -Pt
2 Magnificstion: 10.6
3D Mesh Surfsc•
Proposed 03 (Pit R•chsrge>
Project:
Iirsw i n9:
Number:
L.ocst ion:
Did Dste:
Engineer:
Owner:
Estimstor:
Steve Willisms Nursery
Ps.d & Lagoon
Du.p 1 1 n County
John Lenfest•y
Stave Willisms
Inclination: 20.0
3D Mesh Sur -Pace
Prvpsrvd
r,stre 11/10i5'3
by: using SITEWORK BASIC
Time: 11:27:14

Ln
i
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. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before waste
loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the end of the
pipe to discharge near the bottom of the lagoon during initial filling or another
means of slowing the incoming water to avoid erosion of the lining.
4. When possible, begin loading new lagoons in the spring to maximize bacterial
establishment (due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon liquid
volume. This seeding should occur at least two weeks prior to the addition of
wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below 7.0, add
agricultural lime at the rate of 1 pound per 1000 cubic feet of lagoon liquid volume
until the pH rises above 7.0. Optimum lagoon liquid pH is between 7.5 and 8.0.
7. A dark color, lack of bubbling, and excessive odor signals inadequate biological
activity. Consultation with a technical specialist is recommended if these
conditions occur for prolonged periods, especially during the warm season.
Loading:
The more frequently and regularly that wastewater is added to a lagoon, the better the
lagoon will function. Flush systems that wash waste into the lagoon several 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.
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.
6

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.

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)
Lft
c' - D-1 "a-D
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 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 fill 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 Family Farms
b. Contractors Address: P.O. Box 759. Rose Hill. NC 28458
c . Contractors Phone: [phone]
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting Engineer, etc.)
a. Name: Kraig Westerbeek
b. Phone: (910) 289 - 2111
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
(1) 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
(1) 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 (1)Maintain vegetative control along banks of
Vegetative Growth lagoons and other impoundment's to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
(Dry Systems)
Feeders Feed Spillage () Design, operate and maintain feed systems (e.g..
bunkers and troughs) to minimize the 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.
r
andowner Signat e
For more information contact the Cooperative Extension Service, Department of Entomology, Box
7613, North Carolina State University, Raleigh, NC 27695-7613.
AM I C -- November 11, 1996
11

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source
Cause BMP's to Minimize Odor Site Specific Practices
Farmstead
Swine production
(1)Vegetative or wooded buffers:
(v)Recommended best management
practices;
(1)Good judgment and common sense
Animal body
surfaces
Dirty manure
covered animals
( )Dry floors
Floor surfaces
Wet manure -covered
floors
(1)Slotted floors;
(1)Waterers located over slotted floors;
(1)Feeders at high end of solid floors;
(1)Scrape manure buildup from floors;
( )Underfloor ventilation for drying
Manure collection Urine
pits
Partial microbial
decomposition
(1)Frequent manure removal by flush, pit
recharge or scrape
( )Underfloor ventilation
Ventilation
exhaust fans
Volatile gases (1)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
Rush 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
pipes at lagoon
Agitation during waste ( )Extend discharge point of pipes
water
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions
Biological mixing
Agitation
(I)Proper lagoon liquid capacity
(1)Correct lagoon startup procedures
( )Minimum surface area -to -volume ratio
(✓)Minimum agitation when pumping
( )Mechanical aeration
( }Proven biological additives
Irrigation sprinkler High pressure agitation
nozzles Wind draft
(1)Irrigate on dry days with little or no wind
(1)Minimum recommended operation pressure
(1)Pump intake near lagoon liquid surface
( )Pump from second -stage lagoon
AMOC — November 11, 1996
12

Storage tank or Partial microbial (
basin surface decomposition Mixing while (
filling Agitation when emptying(
)Bottom or midlevel loading
)Tank covers
)Basin surface mats of solids
)Proven biological additives or oxidants
Settling basin
surface
Partial microbial decom- ( )Extend drainpipe outlets undemeath liquid
position Mixing while filling level
Agitation when emptying ( )Remove settled solids regularly
Manure, slurry or Agitation when spreading
sludge spreader Volatile gas emissions
outlets
( )Soll injection of slung/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 bumers
Standing water
around facilities
improper drainage (/)Farm access road maintenance
Microbial decomposition of away from facilities
organic matter
Manure tracked Poorly maintained access (1)Farm access road maintenance
onto public roads roads
from farm access
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
Environmental Assurance Program: NPPC Manual
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
NCSU-Swine Extension
NC Pork Producers
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 Practi s have been revie
with me.
downer Signature)
r
13

(
MORTALITY MANAGEMENT METHODS
(Check which method(s) are being implemented)
) Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial will be at least 300 feet from any flowing
stream or public body of water.
(✓ ) Rendering at a rendering plant licensed under G. S. 106 - 168.7
( ) Complete incineration
( ) In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture.
(
) 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 of the State Veterinarian must be
attached)
14

Swine Farm Waste Management Odor Control Checklist
Source
Farmstead
Animal body
surfaces
Cause
• Swine production
BM1's to Minimize Odor
O Vegetative or wooded buffers
C1 Recommended best management practices
O Good judgment and common sense
Site Specific Practices
Floor surfaces
• Dirty manure -covered
animals
• Wet manure -covered floors
Manure collection • Urine
pits
• Partial microbial
decomposition
Ventilation exhaust • Volatile gases
fans • Dust
Indoor surfaces • Dust
Dry floors
LAY Slotted floors
Waterers located over slotted floors
O Feeders at high end of solid floors
O Scrape manure buildup from floors
0 Underfloor ventilation for drying
t"/t4 �jr_[ you beef
�o ko { ioo, (by -f•; �ie,1�1, u�
�Ss
71' Frequent manure removal by flush, pit recharge,
or scrape
O Underfloor ventilation
pump f:rs \.v¢eI.ley
4 O J.1b . :45 weekly
O Fan maintenance
0 Efficient air movement
(/ Washdown between groups of animals
C1 Feed additives
0 Feeder covers
O Feed delivery downspout extenders to feeder
covers
Flush tanks • Agitation of recycled lagoon 0 Flush tank covers
liquid while tanks are filling 0 Extend fill lines to near bottom of tanks with
anti -siphon vents
Flush alleys . • Agitation during wastewater 0 Underfloor flush with underfloor ventilation
conveyance

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

Swine Farm Waste Management Odor Control Checklist
Source
Settling basin surface
Cause
• Partial microbial
decomposition
• Mixing while filling
• Agitation when emptying
BM1's to Minimize Odor
O Extend drainpipe outlets underneath liquid level
O Remove settled solids regularly
Site Specific Practices
Manure, slurry, or
sludge spreader
outlets
• Agitation when spreading
• Volatile gas emissions
O Soil injection of slurry/sludges
O Wash residual manure from spreader after use
O Proven biological additives or oxidants
Uncovered manure,
slurry, or sludge on
field surfaces
• Volatile gas emissions while
drying
O Soil injection of slurry/sludges
O Soil incorporation within 48 hours
Ili/ Spread in thin uniform layers for rapid drying
O Proven biological additives or oxidants
i.✓ 4 er o 1 %j 491 #a keen ne5A b,,,1
ti M:41 not o,, lA/e444441.S ek #s n u
tfilfe.
Lc Ftk nvrseq/ OGlebe A 1 is ix/ 4S
Q i Le. e f f4, : o^S ,
Dead animals • Carcass decomposition
Dead animal disposal • Carcass decomposition
pits
O Proper disposition of carcasses
O Complete covering of carcasses in burial pits
O Proper location/construction of disposal pits
0e4 p;44e1rip d 4;
Incinerators • Incomplete combustion
O Secondary stack burners
Standing water
around facilities
• Improper drainage
• Microbial decomposition of
organic matter
O Grade and landscape such that water drains away
from facilities
I 'L l een
�H a 44 ConSf✓,.,,:4
Manure tracked onto • Poorly maintained access
public roads from roads
farm access
O 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
Swine Production Facility Manure Management: Pit Recharge —Lagoon Treatment; EBAE 128-88
Swine Production Facility Manure Management: Underfloor Flush —Lagoon Treatment; EBAE 129-88
Lagoon Design and Management for Livestock Manure Treatment and Storage; EBAE 103-83
Calibration of Manure and Wastewater Application Equipment; EBAE Fact Sheet
Controlling Odors from Swine Buildings; P1H-33
Environmental Assurance Program; NPPC Manual
Options for Managing Odor; a report from the Swine Odor Task Force
Nuisance Concerns in Animal Manure Management: Odors and Flies; PRO 107, 1995 Conference
Proceedings
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—BAE
NCSU—Swine Extension
N.C. Pork Producers Assoc.
NCSU Agricultural Communication
Florida Cooperative Extension

Insect Control Checklist for Animal Operations
Source Cause 13MPs to Control Insects Site Specific Practices
Flush gutters • Accumulation of solids
Lagoons and pits • Crusted solids
Liquid Systems
O Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed
0 Remove bridging of accumulated solids at
discharge
Excessive vegetative • Decaying vegetation
growth
0 Maintain lagoons, settling basins and pits where
pest breeding is apparent to minimize the crusting
of solids to a depth of no more than 6 to 8 inches
over more than 30 percent of surface
O Maintain vegetative control along banks of
lagoons and other impoundments to prevent
accumulation of decaying vegetative matter along
water's edge on impoundment's perimeter.
Feeders • Feed spillage
Dry Systems
0 Design, operate, and maintain feed systems
(e.g., bunkers and troughs) to minimize the
accumulation of decaying wastage
0 Clean up spillage on a rcutine basis (e.g., 7- to 10-
day interval during summer; 1 5- to 30-day interval
during winter)

Source
Feed storage
Insect Control Checklist for Animal Operations
Animal holding
areas
Dry manure
handling systems
Cause
• Accumulations of feed
residues
• Accumulations of animal
wastes and feed wastage
• Accumulations of animal
wastes
BMPs to Control Insects
O Reduce moisture accumulation within and around
immediate perimeter of feed storage areas by
ensuring drainage is away from site and/or
providing adequate containment (e.g., covered bin
for brewer's grain and similar high moisture grain
products)
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as needed
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)
0 Remove spillage on a routine basis (e.g.,
7- to 10-day interval during summer; 15- to 30-day
interval during winter) where manure is loaded for
land application or disposal
0 Provide for adequate drainage around manure
stockpiles
O Inspect for and remove or break up accumulated
wastes in filter strips around stockpiles and manure
handling areas as needed
Site Specific Practices
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40,irmio P U4 week%
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or more information contact:
ooperative Extension Service. 1 /en rtment nf lyntnnnnlnn.. n.... '7r 1 T ..1 /ti
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