310281_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 Pernrittee.
1. Farm Number: 31-0281 Certificate Of Coverage Number: AWS310281
2. Facility Name: Pig Life I
3. Landowner's Name (same as on the Waste Management Plan): Pig Life LLC
4. Landowner's Mailing Address: 2946 S NC Hwy 50
City: Beulaville State: NC Zip: 28518
Telephone Number: 910-289-6089 Ext. E-mail:
5. Facility's Physical Address: 3' John Stanley Bostic Rd
City: Rose Hill State: NC Zip: 28458
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): James Gordon Cavenaugh Phone No.: 910-289-6089 OIC #: 1004380
11. Lessee's Name (if there is not a Lessee, write "None"):
12. Indicate animal operation type and number:
Current Permit:
Operation Types:
Operations Type Allowable Count
Swine - Wean to Feeder 2,600
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 Poultry
Gilts Other Non Laying Pullet
Other Layers

13. Waste Treatment and Storage Lagoons (Verify the following information is accurate and complete. Make all necessary
corrections and provide missing data.)
Structure
Name
Estimated
Date
Built
Liner Type
(Clay, Synthetic,
Unknown)
Capacity
(Cubic Feet)
Estimated
Surface Area
(Square Feet)
Design Freeboard
"Redline"
(Inches)
1
/,/?.tfq?-'
C(*1
27,r�WS
32 930
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 gown on every land application field
e. The Realistic Yield Expectation (RYE) for every crop shown in the WUP
f The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted - Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g. composting, digesters, waste transfers, etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included, this application package will be returned to mews 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 $25,000per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not more than $10,000 or imprisonment of not more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation, signature should be by a principal executive officer of the corporation):
Name: �citi.GlL GV'C{ �) Title: t�✓/1.ei-
J ?, Signature: Date: ✓// beat
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: 2019PermitRenewal®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
El El 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. .
1=1 0 Landfill at municipal solid waste facility permitted by NC DEQ under GS 15A NCAC
13B .0200.
-' El Rendering at a rendering plant licensed under G.S. 106-168.7.
O El Complete incineration according to 02 NCAC 52C .0102.
El 0 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.
EJ El 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).
O El Any method which, in the professional opinion of the State Veterinarian, would make possible
the salvage of part of a dead animal's value without endangering human or animal health.
(Written approval by the State Veterinarian must be attached).
El
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.
3 kV
61
Signature of Farm Ow er/Manager Date
? bit /if
Signature of -c nical Specialist Date

rk•
Nutrient Management Plan For Animal Waste Utilization
07-25-2017
This plan has been prepared for:
Pig Life LLC #1 Fa `31 "-2?I
James Cavenaugh
2946 South NC Hwy 50
Beulaville, NC 28518
910-289-6089
This plan has been developed by:
Billy W Houston
Duplin Soil &, Water Conservation
165 Agriculture Dr.
Suite B '
Kenansvill e,NC 28349
910-296-2120
i?.:4/ 1, 11~*
Developer 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 animal waste management that are included with
this plan.
c-
Signature (owner)
9/4ir
Date
Signature (manager or producer) ' Date
This plan meets the minimum standards and specifications of the U.S. Department of
Agriculture - Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By: a 'b✓ *dM
Technical Specialist Signature Date
784458 Database Version 4.1 Date Printed: 07 25 2017 Cover Page 1

Nutrients applied in accordance with this plan will be supplied from the
following source(s):
Commercial Fertilizer is not included in this plan.
S5
Swine Nursery Lagoon Liquid waste generated 496,600 gals/year by a 2,600 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
895
Incorporated
1074
Injected
1074
Irrigated
895
Max. Avail.
PAN (lbs) *
Actual PAN
Applied (lbs)
PAN Surplus/
Deficit (lbs)
Actual Volume
Applied (Gallons)
Volume Surplus/
Deficit (Gallons)
Year 1
895
4080
-3,185
2,263,504
-1,766,904
Note: In source ID, S means standard source, U means user defined source.
* Max. Available PAN is calculated on the basis of the actual application method(s) identified in the plan for this source.
784458 Database Version 4.1 Date Printed: 07-25-2017 Source Page 1 of 1

Narrative
WUP Revised to reflect change of owner to Pig Life LLC
784458 Database Version 4.1 Date Printed: 07 25 2017 Narrative Page 1 of 1

The table shown below provides a summary ofthe crops or rotations included in this plan for each field. Realistic
(111/4‘ Yield estimates are also provided for.each crop in the plan. In addition, the Leaching Index for each field is shown,
where available.
r
riz•
Planned Crops Summary
Tract
Field
Total
Aces
Useable
Acres
Leaching
Index (LI)
Soil Series
Crop Sequence
RYE
4295
1
4.50
4.50
N/A
Autryville
Small Grain Overseed
1.0 Toas
Hybrid Bermudagrass Hay
5.5 Tons
4295
2
4.00
4.00
N/A
Autryville
Small Grain dverseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
71920
1
4.29
4.29
N/A
Autryville
Small Grain Overseed
1.0 Tons
Hybrid Bermudagrass Hay
5.5 Tons
PLAN TOTALS:
12.79 12.79
LI
Potential Leaching
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), Long -Term No -Till (778), and edge -of -field practices such as Filter Strips (393) and
Riparian Forest Buffers (391).
784458 Database Version 4.1 Date Printed 7/25/2017
NOTE: Symbol * means user entered data. .
PCS Page 1 of 1

The Wh,,).Jtilization table shown below summarizes the waste utilization pidfor this operation. This plan provides an estimate of the number ui acres of
cropland needed to use the nutrients being produced. The plan requires consideration of the realistic yields ofthe 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 ofthe 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
Tract
Field
Source
ID
Soil Series
Total
Acres
Use.
Aires
Crop
RYE
Applic.
Period
Nitrogen
PA
Nutrient
(Re
Canm
Fen.
Nutrient
Appabs/A)(Ibplied
Res.
(lbs/A)
Applies
Method
Manure
PA
Nutrient
Liquid
ManuteA
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
4295
1
S5
Autryville
4.50
4.50
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
brig.
50
27.74
0.00
124.83
0.' i
4295
1
S5
Autryville
4.50
4.50
Hybrid Betmudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
brig.
269
149.24
0.00
671.56
0.00
4295
2
S5
Autryville
4.00
4.00
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
110.96
0.
4295
2
S5
Autryville
4.00
4.00
Hybrid Bennudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
brig.
269
149.24
0.00
596.94
0.00
71920
1
S5
Autryville
4.29
4.29
Small Grain Overseed
1.0 Tons
10/1-3/31
50
0
0
Irrig.
50
27.74
0.00
119.00
0.00
71920
I
S5
Autryville
4.29
4.29
Hybrid Bermudagrass Hay
5.5 Tons
3/1-9/30
269
0
0
Irrig.
269
149.24
0.00
640.22
0. 1
Total Applied, 1000 gallons
2,263.50
Total Produced, 1000 gallons
496.60
. • • . Balance, 1000 gallons
-1,766.90
. Total Applied, tons
0.00.
Total Produced, tons
0.0
Balance, tons
0.0
Notes: 1. In the tract column, - symbol means leased, otherwise, owned.
2. Symbol * means user entered data.
784458 Database Version 4.1 Date Printed: 7/25/2017
WUT Page 1 of 1

The Irrigation Application Factors for each field in this plan are shown in the following table. Infiltration rate varies
leK 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)
4295
I
Autryville
• 0.60
1.0
4295
2
Autryville
0.60
1.0
71920
1
Autryville
0.60
1.0
784458 Database Version 4.1 Date Printed 7/25/2017 IAF Page 1 of 1
NOW. Cvmhnl * mPane mew. Antarnii Moto

The following Lagoon Sludge Nitrogen Utilization table provides an estimate ofthe number of acres needed for
sludge utilization for the indicated accumulation period. These estimates are based on average nitrogen
concentrations for each source, the number of animals in the facility and the plant available nitrogen application
rates shown in the second column.
Lagoon sludge contains nutrients and organic matter remaining after treatment and application ofthe effluent. At
clean out, this material must be utilized for crop production and applied at agronomic rates. In most cases, the
priority nutrient is nitrogen but other nutrients including phosphorous, copper and zinc can also be limiting. Since
nutrient levels are generally very high, application of sludge must be carefully applied.
Sites must first be evaluated for their suitability for sludge application. Ideally, effluent spray fields should not be
used for sludge application. If this is not possible, care should be taken not to load effluent application fields with
high amounts of copper and zinc so that additional effluent cannot be applied. On sites vulnerable to surface water
moving to streams and lakes, phosphorous is a concern. Soils containing very high phosphorous levels may also
be a concern.
Lagoon Sludge Nitrogen Utilization Table
Crop
Maximum
PAN Rate
lb/ac
Maximum Sludge
Application Rate
1000 gal/ac
Minimum Acres
5 Years Accumulation
Minimum Acres
10 Years Accumulation
Minimum Acres
15 Years Accumulation
Swine Nursery Lagoon Sludge - Standard
corn 120 bu
150
' 14.69
5.93
. 11.86
17.79
Hay 6 ton R.Y.E.
300
' 2938
2.96
5.93
8.89
Soybean 40 bu
160
" 15.67
5.56
11.12
16.68
784458 Database Version 4.1
Date Printed: 07 25 2017 Sludge Page 1 of 1

P^
t"
The Available Waste Storage Capacity table provides an estimate of the number of days of storage
capacity available at the end of each month ofthe 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 ofthe facility. Ifthe 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.
rtvamluiv
Source Name
« w 1,71M10.14# IJM ILV
Swine Nursery Lagoon 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
180
1
12
.180
* Available Storage Capacity is calculated as of the end of each month.
784458 Database Version 4.1 Date Printed: 07-25-2017 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).
784458 Database Version 4.1 Date Printed: 7/25/2017 Specification Page 1

f
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.
784458 Database Version 4.1 Date Printed: 7/25/2017 Specification Page 2

15. Animal waste shall not be discharged into surface waters, drainageways,
or wetlands by a discharge or by over -spraying. Animal waste may be
applied to prior converted cropland provided the fields have been
approved as a land application site by a "technical specialist". Animal
waste shall not be applied on grassed waterways that discharge directly
into water courses, and on other grassed waterways, waste shall be
applied at agronomic rates in a manner that causes no runoff or drift
from the site.
16. Domestic and industrial waste from washdown facilities, showers, toilets,
sinks, etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs, etc.). Areas
shall be fenced, as necessary, to protect the vegetation. Vegetation such as
frees, shrubs, and other woody species, etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage, or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels, etc., should be inspected
on a regular basis to prevent breakdowns, leaks, and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption, it should only be applied pre -plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage (pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
784458 Database Version 4.1
Date Printed: 7/25/2017 Specification Page 3

r
erLN
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.
784458 Database Version 4.1 Date Printed: 7/25/2017 Specification Page 4

fork
Crop Notes
The following crop note applies to field(s): 1, 2
Bermudagrass Coastal Plain, Mineral Soil, Moderately Well Drained. -
Adaptation: Well -adapted.
In the Coastal Plain, hybrid bermudagrass sprigs can be planted Mar. 1 to Mar. 31. Cover sprigs 1" to 3"
deep (1.5" optimal). Sprigs should be planted quickly after digging and not allowed to dry in sun and
wind. For Coastal and Tifton 78 plant at least 10 bu/ac in 3' rows, spaced 2' to 3' in the row. Generally a
rate of 30 bu/ac is satisfactory to produce full groundcover in one or two years under good growing
conditions. Tifton 44 spreads slowly, so use at least 40 bu/ac in 1.5' to 2' rows spaced 1' to 1.5' in row.
For broadcast/disked-in sprigs use about 60 bu/ac. Soil test for the amounts of lime, phosphorus,
potassium and micronutrients to apply preplant and for annual maintenance. Apply 60 to 100 lb/ac N in
the establishment year in split applications in April and July. For established stands apply 180 to 240
lb/ac N annually in split applications, usually in April and following the first and second hay cuts.
Reduce N rates by 25% for grazing. Refer to NCSU Technical Bulletin 305 Production and Utilization
of Pastures and Forages in North Carolina for more information or consult your regional agronomist or
extension agent for assistance.
The following crop note applies to field(s): 1, 2
Small Grain: CP, Mineral Soil, 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.
784458 Database Version 4.1 Date Printed: 07-25-2017 Crop Note Page 1 of 1

4
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Sheetl
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: Ricky Bostic#1
Address: 193 S. Country Club Dr.
Kenansville, NC 2349
Telephone: [phone]
Table 1- Field Specifications
Approximate
Maximum
Useable Size
Field of Field
Number (acres) Soil Type Slope %
Crops)
T71921,F1
6.8
<5
Row Crops
County: Duplin
Date: 12/11/01
Maximum
Maximum Application
Application per irrigation
Rate Cycie
pn/hr) (inches)
0.5
1
Comments
T4295, F1
4.5
<5
Row Crops
0.5
1
T4295, F2
3.99
<5
Row Crops
0.5
1
Pulls A,B,C
Pulls D1,E1,F
Pulls D2,E2

Sheet2
TABLE 2 - Travelling Irrigation Gun Settings
Make. Model and Type of E ul ment 2.5" Traveller
Travel Application TRAVEL LANE Wetted Nozzle Operating Operating
Speed Rate Effective Effective Diameter Diameter Pressure Pressure Alt
- Acres Der nuU
Hydrant No. (ft/min) (inmr.) vvtmntn.) a engln(w vvvn. tuiui u , '....u..,,, M.......w-•,
--------
--- - -
-
,
A
2
1.28
0.38
200
390
234
0.857
60
90
330
2-2:12-
.55
c
123
0.38
160
340
234
0.857 _
60
90
330
1.84
1
D1
1.29
0.38
200
110
234
0.857
60
90
330
1.27
D2
1.28
0.38
207
315
234
0.857
60
90
330
2.32.
El
1.28
0.38
200
175
234
0.857
60
90
330
1.56
E2
128
0.38
207
180
234
0.857
60
90
330
1.68
F
1.28
0,38 •
200
270
234
0.857 .
60
90
330
1.67
t
thib
3.o o
29.1'
9 3 4-
s ,&s'1
6o
a o
3 i
�. r
B.
45-
CI_
D•.'36
1.00
1 i 0
134
G.lrS' ,
6o
10
34%1
,I.1P•
—
,
.
30.22
'

Sheet8
ACREAGE CALCULATIONS
gag
Width
I,ength
Start End
Stara End
Nu Acres
FJ@Od #
Fjejd Acres
"
A
207
382
0.22
0.18
01
6.60
Br _
200
390
0.42
0.34
2.55r
_
Ct
160
340
0.25
0.34
1.84
D1
200
110
0.42
0.34
1.27
T4295,F1
4.50
.132
_ 207
315
0.45
0.37
2.32
T4295,F2
3.99
El
200
175
0.42
0.34
1.56
T4295, F1
E2
207
180
0.45
0.37
1.68
T4295,F2
F
200
_ 270
0.25
0.18
1.67
T4295,F1
e 1
910
0.42
0.nLi.
.7,1p-15.10
age 3°l'
_
J
Page 1

Sheet?
• •
CALCULATIONS
Spriqlder Save dons 7'7)
Sprinkler Type: Nelson 100
Nozzle Size: 0.857 inches
Sprinkler Pressure: 80 psi
Flowrate(GPM): 108 gpm
Wetted Diameter. 234 feet *based on 90% of manufacturers table
Lane Swings
Desired Spacing (%):
Design Spacing(feet):
70%
163.8 feet
Actual Spacing (feet): 180 feet
Actual Spacing (%): 77 %
Anolicatioq Ra
Application Rate =(96.3xFiowmte)!(3.1415x(.9xradius)squared)
Design App. Rate = 0.30 in/hr
300 degree arc
220 degree arc ca
180 degree am =
0.38 in/hr
0.49 inlhr
0.60 in/hr
Traveller Soaed
Travel speed = 1.805 x Flowrate / Desired application amount x Lane Spacing
Desired app. (in.) =
300 degree arc =
220 degree arc =
180 degree arc
Mainline Velocity
0.75 inches
1.28 ft/min
1.54 ft/min
2.57 fth nin
Velocity = .408 x Figurate 1 pipe diameter squared feet/sec.**
**For buried pipelines, velocity should be below 5 feet per second
Pipe size: inches
Velocity= dDlv/0i ft/sec.
Page 1

ttt
4.11
•
o'fen - C.OVi ( C'+'cp r-{c.
v r�1Tt �F1r,� *� d
ue,A- 1 ,z1a,

Operator:
County: —
Date.
______ ________>
= = ========>
Dist.to nearest residence (other than owner):
sows (farrow to finish): ___
sows (farrow to teeeder)
head (finishing only):
sows (farrow to wean) :
head (wean to feeder):
---_____>
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.):=>
Treatment Volume (min. 1 cu. ft./lb.)===____>
25 Year - 24 Hour Rainfall (in.)
Rainfall in excess of evaporation (in.)=====>
Drainage area of buildings & lots (sq. ft.)=>
Volume of wash water (gallons/day)
Temporary storage period (days)== > 180
Freeboard (ft.): > 1.0
Side slopes (inside lagoon):=====> 2.5 : 1
Inside top length (ft.):============ _> 185.0
Inside top width (ft.): > 178.0
Top of dike elevation (ft.): _ > 51.0
Bottom of lagoon elevation (ft.). > 36.8
Seasonal high water table(SHWT) elev.(ft.):=> 0.0
Total required volume:===== ========> 136839 cu. ft.
Actual design volume: > 276448 cu. ft.
Stop pumping el.(> or = to 0.0 ft.SHWT)> 46.7 ft.
(> or = to • 42.8 ft.Min.)
Required minimum treatment volume: 78000
Volume at stop pumping elevation: 182997
Start pumping elev.:
>
Gcc- 41/vs 3/02.B
Pig Life LLC#1
Duplin
########
ft.
0
2600
Volume at start pumping elevation:
Actual volume less 25yr-24hr rain:
_>
cu.
cu.
255828 cu.
255866 cu.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 38257
Actual volume to be pumped:==> 72831
1.0
7.5 t
7.0
ft.
ft.
49:3 ft
ft,
ft.
cu. ft.
cu. ft.
Desiy 66lcei tbv%If 137 Me l.ys ,Xfi'-fc.
Ds'ss°' Febrcf WH-h 5,hAIt' t1jf4eecT
torveL Fgeboar+f (r

Sarum waste Jv..anagement rian LeruT'cauon
(Please type or print all information that does not require a ,azure)
6
General Information:
Name of Farm: PeL.ko‘ii. --5‘o►.ra... NIS %ea `'1 Owner(s) Name: c-\ Ybs- L
Mailing Address: Zc10'1 . 61C. 513 bet.L.6iiI k C1t..,. as51$
Farm Location: Fourteen Digit Hydrologic Unit q3O'? & O'1 h 5c c 1 Q
Latitude and Longitude: 3- .51. = ' S `4t 54 County: Oist-fh +rn
Please attach a copy of a county road map with location identified and describe below (Be specific:
road names, directions, milepost, etc.):
9. �.. (re. Sits:+. - �1•�1. M. e kb
1
Facility No: 3 - WS1
Phone No:(9U) ,r$q -3 iic
vvn.v
oS
1. titAels 'Twe
40.
CSb \ .O 'eg t\-Q►5 4 r m r" r ce Qna-1nta., r t -- 0.4 c 542,
Operation Description:
Type of Swine No of Anbnals
®'Wean to Feeder E L OO
O Feeder to Finish
O Farrow to Wean
O Farrow to Feeder
O Farrow to Finish
Type of Poultry
OLaycr
OPullets
No of Animals Type of Cottle No of Animals
ODD
OBeef
Other Type of Livestock: Number of Animals:
Acreage Available for Application: a (. ld Required Acreage: 1. 0
Number of Lagoons/Storage Ponds: f Total Capacity: ai3? Cubic Feet (ft3)
Are subsurface drains present on the farm: YES or MCP> (please circle one)
If YES: are subsurface drains present in the area of the LAGOON or SPRAY FIELD (please circle one)
******************************************************************************************
Owner/Manager Agreement
I(we) verify that all the above information is correct and will be updated upon changing. I (we) understand the operation and maintenance
procedures established in the approved animal waste management plan for the farm named above and will implement these procedures. I (we)
know that any expansion to the existing design capacity of the waste treatment and storage system or construction of new facilities will require a
new certification to be submitted to the Division of Environmental Management before the new animals are stocked. I (we) understand that there
must be no discharge of animal waste from the storage or application system to surface waters of the state either directly through a man-made
conveyance or from a storm event less severe than the 25 year, 24-hour storm and there must not be run-off from the application of animal
waste. I (we) understand that run-off of pollutants from lounging and heavy use areas must be minimized using technical standards developed by
the Natural Resources Conservation Service. The approved plan will be filed at the farm and at the office of the local Soil and Water
Conservation District. I (we) know that modification must be approved by a technical specialist and submitted to the Soil and Water Conservation
District prior to implementation. A change in land ownership requires written notification to DEM or a new certification (if the approved plan is
changed) within 60 days of a title transfer.
• Name of Land Owner:
Signature:A, .4;4 l . / t Date: 7- .3 --'/
Name of Manager (if
erent from owner):
ignature:_ Date:
AWC — Janurary 1, 1997 1
4

mimic I .bpecianst.certuicPrion
1. As a technical specialist designated by the North Carolina. Soil and Water Conservation Commission pursuant to 15A
NCAC 6F .0005, I certify that the .animal waste management system for the farm named .above has an animal waste
management plan that meets or exceeds standards and specifications of the Division of Environmental Management (DEM) as
specified in 15A NCAC 2H.0217 and the USDA -Natural Resources Conservation Service (NRCS) and/or the North Carolina
.Soil and Water Conservation Commission pursuant to 15A NCAC 2H.0217.and 15A NCAC 6F .0001-.0005. The following
elements are included in the plan as applicable. While each category designates a technical specialist who may sign each
.certification (SD, SI, WUP, RC,I) the technical specialist should only certify parts for which they are technically competent.
�. Certification of Design
A) Collection. Storage. Treatment System
the appropriate box
Existing facility without retrofit (SD or WUP)
Storage volume is adequate for operation capacity; storage capability consistent with waste utilization requirements.
jvew. expanded or retrofitted facility (SD)
Animal waste storage and went structures, such as but not limited to collection systems, lagoons and ponds, have
been designed to meet or exceed the minimum standards and specifications.
()
Name of Technical Specialist (Please Print)
Address(Agency
Affiliation: I a in.
• * • 5 i •Se 1\3,545c4 Phone No::cito) aScx- 6439 exA, 45Sb
Signature
L€s\-u b�.K
B) Land A plicati Site (WUP)
e plan p • vides for minimum separation (buffers); adequate amount of land for waste utilization; chosen crop is
'table f • waste management; hydraulic and nutrient loading rates.
Date: 7.3 9
Name of Technical Specialist (Please Print):
Affiliation:
1
rci Je.S#ter'e.'<
0
Address (Agency)p.
Signature:
C) Runoff • ntrols
4i:015ft/eat the
p - ' box
Exterior Lots
s
se. VI tt Phone No•
ty " is • ut exterior lots (SD or WUP or RC)
s facility does not contain any exterior lots.
() Facility with exterior lots (RC)
Methods to minimize the run off of pollutants from lounging and heavy use areas have been designed in accordance
with technical standards developed by NRCS.
Date: .7' 3 cy -7
Name of Technical Specialist (Please Print):
AffiliationNxwrovsio, • Ve...yvin‘s
Address (Agent.
Signature:
AWC— January 1, 1
ots
\&d'Oee..V,
11 L ,�$4 .:Lg\o
� Phone No1 �'i Lstect ,e1rA.45s‘
Date: 7C7
2

t.
:u)_*ppIRcatron and t*ancu ng_zgr tgnt
Gieck the Appropriate box
eiLN
t
()
()
'Rxisting or expanding facility with existing waste application equipment (WUP or I)
Animal waste application equipment specified in the plan has been either field calibrated or evaluated in accordance
with existing design charts and tables and is able to apply waste as necessary to accommodate the waste management
plan: (existing application equipment can cover the area required by the plan at rates not to exceed either the
specified hydraulic or nutrient loading rates, a schedule for timing of application has been established; required buffet.
can be maintained and caiibsation and adjustment guidance are contained as part of the plan).
New. expanded, or existing facility without existin waste application eouirjnent• for sprav irrigation (I)
Animal waste application equipment specified in the plan has been designed to apply waste as necessary to
accommodate the waste management plan; (proposed application equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates: a schedule for timing of applications has
been established; required buffers can be maintained; calibration and adjustment guidance are contained as part of the
Pam)•
4ew.expanded.or existing facility without existing waste application equipment for land spreading not using spray
irrigation. (WUP or I)
Animal waste application equipment specified in the plan has been selected to apply waste as necessary to
accommodate the waste management plan; (proposed qpplication equipment can cover the area required by the plan at
rates not to exceed either the specified hydraulic or nutrient loading rates; a schedule for timing of applicaions has
been established: required buffers can be maintained; calibration and adjustment guidance are contained as part of the
plan).
Name of Technical Specialist (Please Print) :
yNrcd
Affiliation: A
Address(Agency):
Signature:
Q sset be.€
1 11‘ nu4 Phone Nota1t) es.'45sb
• Date: --3--� 7
ement plan for this facility includes a Waste Management Odor Control Checklist, an Insect Control
ecklist, a ortaility Management Checklist and an Emergency Action Plan. Sources of both odors and insects have
eval : . i with respect to this site and Best Management Practices to Minimize Odors and Best Management
Practices to • ntrol Insects have been selected and included in the waste management plan. Both the Mortality
Manangemmnt Plan and the Emergency Action Plan are complete and can be implemented by this facility.
Amtt)
Name of Technical Specialist (Please Print): . e5Velbeie ,
Affiliation: M
Address (Agency)
Signature:
kkos Phone No.: ,0
ate:
1_3-97.
F) Written • lice of N or Expanding Swine Farm �r
The ollowing si ture block is only to be used for new or expanding swine farms that begin construction after June
21, •996. If th facility was built before June21, 1996, when was it constructed or last expanded 199 D . I(we)
fy that I( ) have attempted to contact by certified mail all adjoining property owners and all property owners
o own pro located across a public road, street or highway from this new or expanding swine farm. The notice
was in compliance with the requirements of NCGS 106-805. A copy of the notice and a list of the property owners
notified is attached.
Name of Land Owner:
Signature:
Date:
Name of Manager (if different from owner):
Signature:
Date:
AWC — January 1,1997
3

•
r
• • • g.: Certification or s%.ilation
A) Collection, Sure. Treatn a nt installation
,New. expanded or retrofitted facility (SI)
Animal waste storage and treatment structures such as but not limited to lagoons and ponds, have been installed in
accordance with the approved plan to meet or exceed the minimum standards and specifications.
For existing facilities without retrofits, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): Phone No.:
Signature: Date:
B) Land Application Site (WUP)
Check the appropriate box
The cropping system is in place on all land as specified in the animal waste management plan.
( ) Conditional Approval: all required land as specified in the plan is cleared for planting; the cropping system as
specified in the waste utilization plan has not been established and the owner has committed to established the
vegetation as specified in the plan by (month/day/year); the proposed cover crop is appropriate for
compliance with the waste utilizzation plan.
() Also check this box if appropriate
if the cropping system as specified in the plan can not be established on newly cleared land within 30 days of
this certification, the owner has committed to establish an interim crop for erosion control;
Name of Technical Specialist(Please Print):
Affiliation: /1 t 1- f
Address(Agency):
Signature:
•
l,Je,s i'crb e a.(�
Phone No.:
ate: 7-3-
This foll ' signature bi ck is only to be used when the box for conditional approval in IILB above has been checked.
I (we) `:' ' that I (we) vcommittedppmto establish the cro '
app • ► ':, : to establishh the� g system as specified in my (our) waste utilization plan, and if
terim crop for erosion control, and will submit to DEM a verification of completion from a
Technical Specialist within calendar days following the date specified in the conditional certification. I (we) realize that
failure to submit this verification is a violation of the waste management plan and will subject me (us) to .an enforcement action
from DEM.
Name of Land Owner: Kr
Signature:
Date:
Name of Manger (if different from owner):
Signature:
Date:
AWC — January 1, 1997

.. • C) Runoif Controls from ted it (RC)
Facility with exterior lots
Methods to minimize the nun off of pollutants from lounging and heavy use areas have been installed as specified in
the plan.
For facilities without exterior lots, no certification is necessary.
Name of Technical Specialist (Please Print):
Affiliation:
Address(Agency): .Phone No.:
Signature: Date:
D) Application and Handling Fquinment I nstalla�tion (WUP or I)
Check the appropriate block
()
()
Animal waste application and handling equipment specified in the plan is on site and ready for use; calibration and
adjustment materials have been provided to the owners and are contained as part of the plan.
Animal waste application and handling equipment specified in the plan has not been installed but the owner has
proposed leasing or third party application and has provided a signed contract; equipment specified in the contract
agrees with the requirements of the plan; required buffers can be maintained, calibration and adjustment guidance have
been provided to the owners and are contained as part of the plan.
Conditional approval: Animal waste application and handling equipment specified in the plan has been purchased
and will be on site and installed by (month/day/year); there is adequate storage to
hold the waste until the equipment is installed and until the waste can be land applied in accordance with cropping
system contained in the plan; and calibration and adjustment guidance have been provided to the owners and are
contained as part of the plan.
Name of Technical Specialist (Please Print):
l.%). toe_1c
Affiliation: M
Address(Agency):
Phone No.:
• Signature: Date: 7.3 — 9 -7
. lock is only to be used when the box for conditional approval in III D above has been checked.
t I (we) have committed to purchase the animal waste application and handling equipment as specified in my
gement flan and will submit to DEM a verification of delivery and installation from a Technical Specialist
ender days fallowing the date specified in the conditional certification. I (we) realize that failure to submit this
The folio
I (we) certify
(our) waste
within 15
•w
venncauon is a violation or the waste management plan and will subject me (us) to an enforcement action mom L)rai..
Name of Land Owner:
Signature: Date:
Name of Manager(if different from owner):
Signature: Date:
B1 Odor Control. Insect Control and Mortality Manaeement (SD.SLWUP.RC orn
Methods to control odors and insects as specified in the Plan have been installed and are operational. The mortality
management system as specrnea m me rran nits also peen mstauea ano is operauonai. •
Name of Technical Specialist (Please Print): Krejci
(3s-k
e
Affiliation: A FF . i
Address (Agency)
Phone No.:
Date: -' .-3
c7 7
Signature: ,1 ,
AWC — Janurjsry 1, 199?�
5

.Please return :the. completed 'foam to the Division of Environmental Management
.at-the:following .adder.ess:
Deparbnent of Environment, Health, and Natural Resources
Division of Environmental Management
Water Quality Section, Compliance Group
P.O. BOX 29535
Raleigh, NC 27626-0535
Please also remember to submit a copy of this form along with the complete Animal Waste Management Plan to the
local Sog and Water Conservation District Office and to keep.a copy in your files with your Animal Waste Management
Plan.
AWC — January 1, 1997 6

at •
ANGOLA BAY"'•
\GAME LAND
so

4 bh
46'1401
-r-QP 'h
1-/ ci froy
1.1
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:{:i l.. ne e!i':�. n is •ti,. L= J EC).'
..'
F { - ',-i'w`•• .J. : Wit:' :.:• : 11—: r l:
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c,; w•_:•......:xc••••:::: r:•.:•.._ «• .•......« w=-•••. ::s.:r.:r:....».....«•w «•:=,..i.1:;!u;j
0. ....• ::..•..»• _. - • .• ... • ..:.._••..: ..--- -• ....mow • .• �3•... . .....-w. •. i .. ?1•; .•:AG
ri
tJ
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•
� Ufa t3 . " 4 >is :....• � • ,,;'-+.. i•
yy ...... »...�.........�.. ra{r 4�: fi,.�•J.l•{�l� ..�-
t.itf �•G3�J•
�.+L7Twu ........... .__: { 1 :=:`•F! .•�;i:i 1 �'t';• i:5•Lfai7jJ:.::
•:.....�«_:. .�..........w.:.«.«.:.�_.. wt.' : %7. .75 .»11Cta.ti?, 3 I:: t1 ;.1S;
.tip...._ w .• -• s r4..i _• :i:�.. : s , r. .
{... ..r i�r_y.•_
• .«:.; .-......_...._ _. .«......»__...• •.,LJ;••i:A , .+': :•':;r •t.1„,.
,t•
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•» _ _ .. «.• «»..«. . _ _...»_...... ...... • .. «... • - . ... :.....�:
. —t + •
•
1 • r d •r

RICKY BOSTIC
2600 PIG NURSERY FACILITY
MURPHY FARMS, INC
LAGOON DESIGN AND WASTE MANAGE{'r►ENT PLAN
BEFORE BEGINNING EXCAVATION
LANDOWNER IS ADVISED TO CONTACT .
ULOCO TO ASSURE THAT UNDERGROUND •
UTILITIES ARE NOT DESTROYED
.—800-63E-49 49
t5 ,4 \cAcIA/
t7t..)4°- 0111

Operator:
uperator:Ricky Bostic
County:==
County: Duplin Date: 01/24/92
Date:====
Distance to nearest residence (other than owner):
Dist .to n
sows (far
1. STEADY STATE LIVE WEIGHT
sows (far
feet
head (fin
O sows (farrow to finish) x 1417 lbs. = 0 lbs
sows (far
O sows (farrow to feeder) x 522 lbs. = 0 lbs
head (wea
O head (finishing only) x 135 lbs. = 0 lbs
Storage v
O sows (farrow to wean) x 433 lbs. = 0 lbs
Inside to
2600 head (wean to feeder) x 30 lbs. = 78000 lbs
Inside to
Top of di
• TOTAL STEADY STATE LIVE WEIGHT (SSLW)-= 78000 lbs
Freeboard
Side slop
2. MINIMUM REQUIRED TREATMENT VOLUME OF LAGOON
25 Year -
3 PPx
Bottom of
Volume = 78000 lbs. SSLW x Treatment Volume(CF)/lb. SSLW
Total req
Treatment Volume(CF)/lb. SSLW= 1 CF/lb. SSLW
Total des
Volume = 78000 cubic feet
Design en
Min.
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Storage v
Design st
Volume =
A
Storage v
4. TOTAL DESIGN VOLUME
Seasonal
0.0 cubic feet
Inside top length 180.0 feet ; Inside top width 192.0 feet
Top of dike at elevation 52.5 feet
Freeboard 2.0 feet ; Side slopes 2.5 : 1 (Inside lagoon)
Total design lagoon liquid level at elevation 50.5 feet
Bottom of lagoon elevation 40.5 feet
c+aimnna 1 hi nh t.iatar t ah1 = Q1 at/at i nn A A fc+rat

SS/END1 SS/END2 /SIDE1 SS/SIDE2 LENGTH WIDTH DEPTH
2.5 2.5 2.5 2.5 170.0 182.0 10.0
AREA OF TOP
LENGTH * WIDTH =
170.0 182.0
AREA OF BOTTOM
LENGTH * WIDTH
120.0 132.0
AREA OF MIDSECTION
LENGTH * WIDTH * 4
145.0 157.0
30940.0 (AREA OF TOP)
15840.0 (AREA OF BOTTOM)
91060.0 (AREA OF MIDSECTION * 4)
-Rtt)
CU. FT. = [AREA TOP + (4*AREA MIDSECTION) + AREA BOTTOM] * DEPTH/6
30940.0 91060.0 15840.0 1.7
VOLUME OF LAGOON AT TOTAL DESIGN LIQUID LEVEL = 229733 CU. FT.
TEMPORARY STORAGE REQUIRED
DRAINAGE AREA:
Lagoon (top of dike)
Length * Width =
180.0 192.0 34560.0 square feet
Buildings (roof and lot water)
Length * Width
0.0 0.0 0.0 square feet
TOTAL DA 34560.0 square feet
Design temporary storage period to be 180 days.
5A. Volume of waste produced
Approximate daily production of manure in CF/LB SSLW 0.00136
Volume = 78000 Lbs. SSLW * CF of Waste/Lb./Day *
Volume = - 19048 cubic feet
5B. Volume of wash water
This is the amount of fresh water used for washin
g
systems of fresh water used for a flush system. Flush thatrecirculate
the lagoon water are accounted for in 5A.
180 days

• • Volume = 0.0 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
-- 7.0 inches
Volume = 7.0 in * DA / 12 inches per foot
Volume = 20160.0 cubic feet
5D. Volume of 25 year - 24 hour storm
Volume = 7.5 inches / 12 inches per foot * DA
Volume = 21600.0 cubic feet
TOTAL REQUIRED TEMPORARY STORAGE
5A. 19048 cubic feet
5B . 0 cubic feet
SC. 20160 cubic feet
5D. 21600 cubic feet
TOTAL 60808 cubic feet
6. SUMMARY
Total required volume 138808 cubic feet
Total design volume avail. 229733 cubic feet
Min. req. treatment volume plus sludge accumulation 78000 cubic fe
At elev.
46.6 feet ; Volume is 121958 cubic feet (end pumping)
Total design volume less 25yr-24hr storm is 208133 cubic feet
At elev.
49.7 feet ; Volume is 205540 cubic feet (start pumping)

.7 . DESIGNED BY =
APPROVED BY: • . • ' 61\
DATE: DATE: aPcio,a
cc c &al l'OsA OiCr-tea)-vIL-
kjUleAvv.—%
NOTE: SEE ATTACHED WASTE UTILIZATION PLAN '1-°• Cat t,+-•..•�i .
trey,

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N Ole 35' 10"5"
6.09'
N 02° 22' l0" tl
356.68'
WILLIAM S. TEACHEY\
BK. 099, PO. 402
MAP OK. 0, P0.116
N10018'10°O
257.10'
EIP
`N 06 35' 45 �' E
40.42'
1
N 40° 44' 43" 0
71.12'
IS
WILLIAM S. TEACHEY
BK.011, PO. 097
LEGEND:
0 IRON PIPE DR IRON STAKE
0 CONCRETE MONUMENT
PROPERTY LINES OF THIS SURVEY
- - - TIE LINES. OLD PROPERTY LINES. ETC.
EIP
S 34°07'40" Y! \
iO"....* 74.80'
MACK RHODES
. STANLEY KEVIN BOSTIC
BK: 007, P0. 230
ElP
0
Is
C
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0
0
EIP
WILLIAM S. TEACHEY
BK. 008, P0. 402
MAP OK.8, P0. 116
do.. �. ......
• �IPB ��� =040
D _
8 k Ab. feII� ..
JOHN S. BOSTIC
011.359,P0.64
(Tract Taro)
EIP
079169- JOHN 8. BOSTIC(Trocl Mao)
DEED AM- BK. 330, PO. 64
OWNER-STANLEY KEVIN 00017C
DEED ASP.- BK. 587, PO. 230
JIN BLRNCHRRD A ASSOC.
LAND SURVEYORS -- PHONE [phone]
P. 0. BOX S. KENRNSVILLE. NC 20349
DATE: DEC. 06, 1991
1 1
SCALE: 1 IN. 200 FT.
TOUNSHIP- ISLAND CREEK
COUNTY - DUPLIN
STATE - NORTH CAROLINA
SURVEY FOR:
RICKY ALAN BOSTIC

L x.-1;O4 64 Q4900 Ati1'ezfLI rtr 9l ?UM IC-

• U. S. Department of Agricultut.
Soil Conservation Service
NC-ENG-34
September 1980
File Code: 210
HAZARD CLASSIFICATION DATA SHEET FOR DAMS
Landowner (i,ttj s4c.
County rr? 1;l
Community or Group No./Ay-1 ; Conservation Plan No.
Estimated Depth of Water to Top of Dam . Ft. Length of Flood Pool r Ft.
Date of Field Hazard Investigation / 2•/%3-
Evaluation by.reach of flood plain downstream to the point of estimated minor effect
from sudden' dam failure. .
: st. .ev. : s .Elevation
: • • . •: Kind of .. :Improvements :: Qf 'Breach
••Improvements : Above :Floodwater Above
• Reach: Length; Width: Slope: Land Use. : ;•Flood Plain: •Flood Plain
• •• .
: Ft..: Ft. : •
• •
: •
1 •
••
•
•
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• •
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•
• • •
Ft. Ft.
• •
Describe potential for loss of life and damage to existing or probable future downstream
improvements from a sudden breach -=`P ' .,7„
Hazard Classification of Dam ( b, c) (see NEM-Part 520.21)
Dam Classification (I, III, IV, V)
By -71.1
(name). oV
(title)
Concurred.By (title)
(nay) .
NOTE: 1. Instructions on reverse side.
2. Attach additional sheets as
Date V2.(c
Date

•
• SCS-ENG-S38 •
• Rev. S470
SOIL • IN%ESTIG
U.S. DEPARTMENT OF AGRICULTURE
SOIL CONSERVATION SERVICE
TION TO. DETERMINE SUITABILITY OF PROPOSED •POND- SITE
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FARMER'S- NAME , - : { • . DISTRICT 1 I
DATE — COUNTY J-). up 44-,-
• S. C. S. PHOTO SHEET NO. WORK UNIT ..ise
WATERSHED AREA MEASUREMENTS
CROPLAND ACRFS PASTURE_ ACRES
WOODLAND ACRES TOTAL ' ACRES POND CLASS WORK UNIT CONSERVATIONIST
SKETCH OF PROPOSED'POND SHOWING WHERE BORINGS WERE MADE. (Approx. scale 1" in feet)
Locals reference point as center line of dais and Mdend& on sketch.
•
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SHOW
DEPTH
SCALE
o-/
BORING NUMBER AND PROFILE
Make and list dant•site and spillway borings first- then ponded area and banew pit borings -separate with vertical red line.
(Continued on back where necessary) Show water table elevations on dam -site borings. •
1
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BORINGS MADE BY
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OPERATION AND MAINTENANCE PLAN
This lagoon is designed for waste treatment with minimum odor
control. The time required for the planned fluid level to be
reached may vary due to soil conditions,flushing operations, and
the amount of fresh water added to the system.
Land application of waste water is recognized as an acceptable
method of disposal. Methods of application include solid set,
center pivot, guns, and traveling gun irrigation. Care should be
taken when applying waste to prevent runoff from the field or damage
to crops.
The following items are to be carried out:
1. It is strongly recommended that the treatment lagoon be pre -
charged to 1/2 its capacity to prevent excessive odors during
start-up. Pre -charging reduces the concentration of the initial
waste entering the lagoon thereby reducing odors. Solids should be
covered with effluent at all times.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see Attachment B)
before land application.
3. Begin pump -out of the lagoon when fluid level reaches eleva-
tion 49.7 as marked by permanent markers. Stop pump -out when
the fluid level reaches elevation 46.6 or before fluid depth is
less than 6 feet deep (this prevents the loss of favorable
bacteria) .
4. The recommended maximum amount to apply per irrigation is
one (1) inch and the recommended maximum application rate is 0.4
inch per hour.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized as needed
to maintain a vigorous stand.
6. Repair any eroded areas or areas damaged by rodents and
establish in vegetation.
7. All surface runoff is to be diverted from the lagoon to stable
outlets.
6. The Clean Water Act of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Health, and Natural Resources, Division of Environ-
mental Management, has the responsibility for enforcing this law.

ex\
r
r
SEEDING RECOMMENDATIONS
AREA TO BE SEEDED: 3.0 ACRES
USE THE SEED MIXTURE INDICATED:
O LBS. FESCUE GRASS 0 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 15 TO NOVEMBER 30
O LBS. 'PENSACOLA' BAHIA GRASS 0 60 LBS,/ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATES: MARCH 15 TO JUNE 30
24 LBS. HULLED BERMUDA GRASS @ 8 LBS./AC.
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
O LBS. RYE GRAIN @ 30 LBS./ACRE (NURSERY FOR FESCUE)
O LBS. RYE GRASS @ 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS. ----�-
APPLY THE FOLLOWING:
3000 LBS. OF 10-10-10 FERTILIZER (1000 LBS./ACRE)
6 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
300 BALES OF SMALL GRAIN STRAW (100 BALES/ACRE)
ALL SURFACE DRAINS SHOULD BE INSTALLED PRIOR TO SEEDING. SHAPE
ALL DISTURBED AREA 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.
1. PENSACOLA BAHIAGRASS 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 BAHIAGRASS IS ESTABLISHED.

EMERGENCY ACTlf• IP
PHONE NUMBERS
DIVISION OF WATER QUALITY (DWQ) TO 350 aooLf
EMERGENCY MANACEMNET SERVICES (EMS) 9rt, 29 G Z i C, Q
SL AND WATER CONSERVATION DISTRICT (SWCD) q, o 394. 'XI
NATURAL RESOURCES CONSERVATION. SERVICE (NRCS) `'i -19
COOPERATIVE EXTERSION SERVICE (CES) Aro a9C, a
This plan will be implemented in the event that wastes from your operation are leaking„
overflowing or running off site. You should nor wait until' wastes reach surface waters
or leave you property to consider that you have a problem.. You. should make; ever%G
effort to ensure that this does not happen. This plarr should be posted in- air: accessible
location for alr employees at the facility. The following are some action itemsyou:should
take_
•
1'.. Stopthe release of wastes. Depending on the situation, this may ore may: notbe
possible. Suggested responses. to some possible problems= are listed belwa..
A. Lagoon overflow -possible solutions are:
a. Add soil to berm to increase elevation of danr..
b. Pump wastes to fields at an acceptable rate..
c. Stop ail flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field -actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that -cause- the runoff..
e. Evaluate the application rates .for the fields where: runaffoccurred:
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-actiorr include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure siphon occurs.
d. Stop all flows in the house, flush systems, orsolid:separators.
•'v
E Leakage from base or sidewall of -lagoon. Often thisisseepageasopposed
to flowing leaks -possible -action:
a. Dig a small sump or ditch fromthe embankmentto-catch-all-
seepage, put in a submersible pump, and pump: back:to• lagoon:.
b. If holes are caused by burrowing animals, trap:orremove:anirmais;and:fiil:
holes and compact with a clay type -soil.
c. Have a professional evaluate• the• condition of the=side=wallsandlagoorr_
bottom as soon as possible.
'1'

Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface waters
b. Approximately how much was released and for what duration?'
c. Any damage 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 eventcause 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 DWa. regional•office,~. Phone-:. After
hours, emergency number: S19-733-3942. Your phone: call should include: your
name, facility number, telephone number, the details of the incidentfrorrr item Z.
above, the exact location of the facility, the• location or direction. of movementof
the spill, weather and wind. conditions. The corrective measures tharhave beery
under taken, and the seriousness of the situtiorr..
b. If spill leaves property or enters surface• waters, call local EMS' phone* number..
c. Instruct EMS to contact local Helath- Department.
d. Contact CEs, phone number-, local SWCD office phone- number--, and local
NRCS office for advice/technical assistance phone number•-
4. If none of the above works call 911' or the Sheriff's Department and explain you_
problem to them and ask the person to contact the proper agencies foryou.
u. Contact the contractor of your choice to begin repair or problem to minimize=off--
site damage.
a. Contractors Name: AurpL4 Fjm-S
b. Contractors- Address: 1 I
• c. Contractors Phone: I goo a. & ' ► q
E. Contact the technical specialist who certified the lagoon (MRCS', Consulting:
Engineer, etc.)
a. Name: Kra;
b. Phone: t yoo
ne e.
sr s-1ICt 110 a--ctS66a3
T. Implement- procedures as -advised by DWQ and technical assistance agenciesto:
rectify the damage, repair the system, and reassess the waste managmentplan•to-
keep problems with release of wastes from happening again.

INSECT COUTROL CHECKLIST FOR ANIMAL OPERATIONS
J=0
Cause
BMP's to Minimize Odor
SiteSpeciffePractices
(Liquid Systems)
lair Gutters:
Accumulatiarr of wilds
M Rush system is designed and operated
sufficiently to remove. accumulated
s from gutters as designed.
Remove bridging of accumulated solids at
discharge -
goons and. Rts: Csusted.Solidsi (P1�llaintain 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- thamr
30% of surface:
:waive Vegetative, Decaying vegotatiow
iwth-
( P4Glaintain vegetative control along banks of
lagoons and other impoundments to prevent-
accumulation of decaying vegetative matter
along waters edge on impoundment's perimeter.
(Dry Systems)
ders
1 Storage -
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, 1 S-30 day interval during.winterf-
Accumulations of feed.residues.
() Reduce moisture accumulation within and.around.
immediate perimeter of feed storage areas by
insuring drainage away from site and/or previding:
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 Ater strips around feed storage• as needed..
'al Holding Areas~ Accumulations -of aninnal wastes. () Eliminate low area that trap moisture along fences -
and feed wastage' and other locations where - waste accumulates end -
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).
November f 1, 1 998:

•
a, .darwre Hastdting Acaeunuladons of animas wastes () Remove. spillage. on at routine basis (e.g.. T-1 a day►
Systems interval during.sumrner; 15.30 days &nerva'dudng
winter) wham manure is loaded far land appiiaadan.
ardispossf.
() Provider foradaquat&drainageparaund.matemustaa oar
() htspact'forout rem or breatcuptacaunr sd waatem
in -filter stripes atmuid stscitpilefgatsdausitutwhencilins
areas: as rteodcd..
rhu issues. checkeed. C) pertain. to this oparaticm.: The landowner/integrator agreesytacuse=saundludgm intappiying: -
nsect control measures aspraarcal-
certify. the aforementioned insectccntrol: Best Management~ Practices have beery raviewed:witir rtls.
1
(Landowner Signature)
r mare-infommsdan comsatthe•Cooperative•Extansion Service . Department of Entomology, Box 7613;.North-Carallna StateUaiversity. Raleigh-. NC.
695=7613..
UIC-November l 1, .1996.
r �

Source;
SWINE FARM' WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Cause
BMP's to Minimize Odor
Site SpedffPraolices
Farmstead
Swine production
(7 Vegetative or wooded buffers;
Recommended best management
ctices;
Good judgment and common sense -
%al msi body surfaces Dirty manure -covered animals
#1 Dry floors
door surfaces:
Wet manure -covered floats
filotted floors;
WWaterers located over slotted. floors;
&. era at high• end of solid. floorsr.
( Scrape manurebuildup from floors.
(} Underfloor ventilation for drying:
Amine-collectionpits Urine -
a.
Parital mioorbiai deccmpositiorr
(,(Frequent manure removal. by flersir pir
reohargo,or• scrape-
() Underfloor ventilation
'entiladon exhaust fans Volatile gases;
Oust
(TFan maintenance;
(1)4fficient air movemenr
door surfaces
Dust
Agitation of recycled lagoon
liquid whiles tanks areliiUing
(VWashdown between groups of animals.
() Feed additives:
() Feeder covers;
() Feed delivery downspout extenders to
feeder covers
() Rush tank covers
() Extend fill tines to near bottom of
tanks with anti-siphorr vents.
rah allays.
Agitation during wastewater
conveyanance
() Underfloor flush with underfloor
ventilation
:recharge points
Agitation of recycled lagoon
liquid while pits are• filling.
() Extend recherd lines to near bottom of -
pits with anti -siphon vents
t stations
Agitation during sump tank luting
and drawdown
() Sump tank covers
tside drain collection Agitation during wastewater
junction boxes:
conveyance -
() Box covers
of drainpipes atiagoon Agitation during wastewater
() Extend discharge point of pipes`
underneath lagoon liquid level
icon surfaces
Volatile gas emissions
Biological mixing.
Agitation
(IrProper lagoon liquid capacity
() Correct lagoon startup procedures:
() inirnum surface aree-to-volume•ratlo-
(K Minimum agitation when pumping.
() Mechanics! aeration
() Proven biological addidves-
adon•sprinlder nozzles High pressure agitation
Wind draft
(4rrigate on dry days with litdeorno.wlnds
(syltinimum recornmended operadon•pressure*
(t)1ump intake -near lagoon liquid surface-
( ) Pump from second -stage -lagoon-
0C—November t T. 1990

rse tank or basin
e
Partial microbial decanposidcn
Mixing while filling
Agitation when emptying
() Bottum or midlevel loading.
() Tank covers
() Basin surface -mats of solids;
() Proven biological additives or oxidants.
Settling basin surface. Partial micabial•deccmposidon
Mradng while- fillings
Agitation when emptying:
() Extend drainpipe. outlets underneath liquid
level.
() Remove• setded solids. regularly
Manure. slurry or sludge- Agitation when spreading
"reader oudets Volatile gas emissions
() Soil injection of slur y/siudges
() Wash residuug macros from spreader after use-
( ) Proven biological addhivesroroxldants:
lncovered manure, slurry Volatile gas emissicns what/ drying. () Soil infection -of slurry/sludges•
1r sludge an field surfaces: () Soil incorporation. within 48:hours-
() Spread in thin unifomr layera3for rapid drying:
() Proven biologics;. additives or oxidants
lead animals
Carcass decomposition
() Proper disposition of carcasses.
ead animal disposal.
.ts
Carcass decomposidon
() Complete covering. of carcasses in burial pits
() Properlocadon/construction otdisposal pits.
cinorators incomplete combustion
() Secondary stack burners
:anding water around Improper drainage
aides Microbial decomposition of
organic matter
(d Grade and landscape such that water drains
•
away from facilides
rs tracked onto public Poorly maintained access roads y'Farm access road maintenance-
s am farm access
faltionai lnfonnatian:
AvailabioRotn:
tine Manure Managemen= 0200 Rule/BMP Packet
line Production Fans Potential Odor Sources and Remedios; EBAE Fact Sheet
ine Production Facility Manure Management: Pit Recharge -Lagoon Treatment; ESAE 128-88
inc Production Facility Manure Management: Underfloor Ruse -Lagoon Treatment; EBAE 129-88'
loon Deslg and Management for Livestock Manuro Treatment and Storage; EBAE 103-83.
ibraticn of Manure and Wastewater Application Equipment: EBAE Fact Sheet
trolling Odors. from Swine Buildings; PIH.33'
ironmentai Assurana Program: NPPC Manual
ions for Managing Odor, a report from the Swine -Odor Task Force.
tance Concerns in Animal Manure Management: Odors and Ries; PRO107; 1995 Conference•Proceedings
-
NCSU-County Extension' Center
NCSU-BAE
NCSU-BAE
NCSU-BAE
NtSU-BAE
NCSU-8AE
NCSU-Swing 6ctensiorr
NC Pork Ptvduces:Asscc
NCSU Agri Comtrarnicadanar
Ronda caoperativo-6ctensisn-
: issues checked ( ) pertain to this operation. The landowner/integrator agrees to use •sound judgmentin applying;
Ir control measures as practical.
rtify the aforementioned odor control Bes •Managment' Practices have beer- reviewed:with- me:.
S
)(RA4. 13.4c
downer Signature)
C-November• 11, 1996

MORTALITY MANAGEMEN.T METHODS
(check which method(s) are being implemented)
( ) Burial three feet beneath the surface of the ground; within Z4 hours
after knowledge: of the: death.. The burial be: at least 3Qa feet from
arty flowing steam or public body of water.. .
(' ) Rendering at a rendering plant licensed: under G.. SS..1'46--T6ECT
(: ) Complete: incineration-..
(. In the case of dead poultry only; placing irr a disposal pit of assize and
design approved by the Department ofAgriculture-._
( ) Any method. which in the. professional opiniorr otthe State
Veterinarian would make- possible the salvage of parr of a. dead.
animal's. value without endangering human or animal health. (Written
approval of the State Veterinarian must be attached)
.2
rTN

4
(Pk
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 particularr,
pump wear tends to reduce operating pressure and. flow. With continued user
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 directiorr
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. 0n a windless day, variation between containers;
of more than 30 percent -is cause for concern. You should contact your irrigatiorr
dealer or technical specialist for assistance.
'Reprinted for Carriffcagon Training for Operations of Animal Waste Management Systems Manua!

wed problems should be corrected promptly. It is advisable- to inspect your system
during or determine proper
following a. heavy rain_ If technical, assistance is needed to
proper solutions, consult with appropriate experts.
You. should. record the level of the lagoon just prior to when rain is predicted, and them
record the level again 4 to 6 hours after the rain (assumes there is no per. ThimwilL
give you. an idea of how much yourlagoon level will rise with a. certain rainfall amount
(youmustalso be recording yourrai nfall, for this to work).. Snowing this shouldhelgim
planning irrigation applications and storage. If yourlagoon rises excessively, you. may'
have&& inflow problem from a.surface waxer diversion or there may be seepageunto the
lagoon from the surrounding land.
Lagoon Operation
Starinp-
1� Immediately afterconstruction establish &complete sod cover on barescat
surfaces to avoid erosion_
2. Fill new lagoon design treatment volume atleast 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. f'exible pipe extenderon the
end of the pipe to discharge near the bottom of the lagoon d initial.
filling or another means of siowin the incomingwater to avoid. during
aof
the lining. g
4% When possible, begin loading new lagoons in the spring to maximize -
bacterial establishment (due to wanner weather).
5: It is recommended that a new lagoon be seeded with sludge from &.healthy.
working swine lagoon in the amount of 0.25'perrcent of the full.lagoom
liquid volume. This seeding should occour at leasr two weeks priorto the
addition of wastewater.
6- Maintain a periodic check on the lagoon liquid pH- If the pS falls below
7.0, add agricultural lime at the rate of 1 poundper1000 cubicfeetof
lagoon liquid volume until the pH rises above T.O. 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 warns
season.
The:more-freouentli and regularly thatwastewater-is. added. to a.lagoon; the betterthe:
lagooir will function. Flush sy
stems thatwash waste into the -lagoon- several tinzes•daily=are
opumu' for treatment. Pit recharge systems, in which one or more- buildings are -drained:
and.recbarged.each day, also work.well.

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Practice water conservation --minimize building water usage and
spillage from leaking waterers, broken pipes and washdowa through.
proper maintenance and water conservation..
14(mimize feed wastage and spillage by keeping feeders adjusted.. This
will reduce the amount of sohds entering the lagoon
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level_
Place visible markers orstakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure2--1)..
Start -irrigating at the earliest possible date in the spring based. ow
nutrient requirements and soil moisture so that'ternporary storage
wilt 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 thair 1 foot to the lowest
point of the dam or embankment.
Do not pump the:lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath theliquid:
surface. and as far away from the drainpipe inlets as possible..
Prevent additions of bedding materials, long-steemmed forage orvegetatio
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.varmintcontrol nearlagootredges_
Do not allow trees or large bushes to grow on lagoon danr orembankmeat
Remove sludge from the lagoon either when the sludge storage capacity iv.
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. thepossibility oft
pollutant discharge.
•L
erudgeReamoval:
Rama -lagoon sludge buildup can be reduced. by:

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M
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ft‘
- proper lagoon sizing,
mechanical solids separation of flushed waste,
gravity settling of flushed waste solids in an appropriately designedbasa,.or
minimizing feed wastage and spillage.
Lagoon. clttdge 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:
Hirea 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 parr of lagoon by irrigation onto nearby cropland or
forageland; mix remaining sludge; pump into liquid sludge applicatorhaut
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; bernr
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
egar esis of the method, you must have the sludge material analyzed for waste:
constijust as you would your lagoon water. The sludge will contain different
nutrtentand metal values from the liquid. The application of the sludge to fields wilt be
limited by these nutrients as well as any previous waste applications to that field andcrop
requirement. Waste application rates will be discussed in detail in Chapter3.
When removing sludge, you mustalso pay attention to the liner to prevent damage: Close
attentionby the pumper or drag -line operator will ensure that the lagoon linerremains.
intact. If y 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 caa be
removed without liner injury. If the liner is damaged it must be repaired as soon as.
possible:
Sudgeremoved from the lagoon has a much higher phosphorus and.heavy metal content
liquid- Because of this it should probably be applied to land. with low phosphorus:
and.metailevels, as indicated bya soil test, and incorporated to reduce the chanceoff
erosion~ Noce thata
f the sludge is applied to fields with very high- soil -test phosphores;.it
shoulcL 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 odorat the: waste application•site .
tra.precaution should be used to observe the wind direction and. other conditions.whieh
increase the concern of neighbors.

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 ordamp areas on the back slope-
4. erosion due to lack of vegetation or as a. result of wave action
5. rodent damage
Larger lagoons may be subject to liner damage due to wave action caused. by strong;
winds.. These waves can erode the lagoon sidewalls, thereby weakening thelagoondan.
A good stand_ of vegetation will reduce the potential damage caused.. by waveaction:. If -
wave action causes serious damage to a lagoon sidewall, baffles. irr thelagoorr maybe
used to reduce the wave impacts. .
Any of these features could Lead to erosion and. weakening of the dam:. If yourlagoozrhas
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 thereis, a .treat:
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--t heck for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud orgzinding:
noise, or a large amount of vibration, may indicate that the pump is in need orrepairor
replacement
NOTE: Pumping systems should be inspected and operated.frequently enough- so thatyou_
are not completely "surprised" by equipment failure. You should perform yourpumping:
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: notthetime
to think about switching, repairing , or borrowing pumps_ Probably, if yourlagooris fuiZ.
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 surfacer
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 thatwhich comes from yourflushing:
(wasE ing) system pipes and the - rainfall that hits the• lagoon directly;
You'should inspect your diversion system forthe following:
1. adequare.vegetation
2. diversion capacity
3. ridge berm height -
Ai)

poke Causes of Lagoons Failure
Lagoon failures result in the unplanned discharge of wastewater from the; structure. Types
ofMuresr include leakaagethrouglt the bottom. or sides, overtopping, and. breachofthe
dares.. Assuming proper design and construction,. the owner has the responsibility for
emsuaag structure safety. Itemswhiclr may lead: to lagoon; f ireinclude:
1Vfodifcation ofthe lagoon structure—aexample isrtheplacemeatofspipe
in the dam withoutproperdesign. and: co (Consultanexperthn
Lagoon design before pig any pipes fir dams.):
Lagoon liquid. levels. -high levels area.safety ris%.
Failure to inspect arid: maintain the darn -
Excess surface waterftowinginto the. lagoon:.
Linerintegrity—protectfrom inlet pipe- scouring,. damage during sludge.
removal, or rupture. fronr lowering lagoon. li uuid.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 wastewaterand. possible dant failure.
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