310839_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 April3,2019.
Please do not leave any question unanswered. Please verify all information and make any necessary corrections below.
Application must be signed and dated by fire Permittee.
1. Farm Number: 31-0839 Certificate Of Coverage Number: AWS310839
2. Facility Name: Pie Life III
3. Landownces Name(same as on the Waste Management Plan): Pie 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 t ci 3a tt tti 5�4•-�`� �
City:RpS< 14W State: Ale- Zip:
6. County where Facility is located: Duolin
7. Farm Manager's Name(if different from Landowner):
B. 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 Cavenaueb 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: Operations Type Allowable Count
Swine-Wean to Feeder 2,600
Operation Types:
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.)
Estimated Liner Type Estimated Design Freeboard
Structure Date (Clay,Synthetic, Capacity Surface Area "Redline"
Name Built Unknown) Cubic Feet) (Square Feet) (Inches)
I4 fig fit $ ZZ do I9.50
Mail one (1) copy of the Certified Animal Waste Management Plan (CAWMP) with this completed and signed application
as required by NC General Statutes 143-215.1OC(d)to the address below.
The CAWMP must include the following components:
1. The most recent Waste Utilization Plan(WUP),signed by the owner and a certified technical specialist,containing:
a. The method by which waste is applied to the disposal fields(e.g.irrigation,injection,etc.)
b. A map of every field used for land application(for example:irrigation map)
c. The soil series present on every land application field
d. The crops grown on every land application field
e. The Realistic Yield Expectation(RYE)for every crop shown in the WUP
f. The maximum PAN to be applied to every land application field
g. The waste application windows for every crop utilized in the WUP
h. The required NRCS Standard specifications
2. A site map/schematic
3. Emergency Action Plan
4. Insect Control Checklist with chosen best management practices noted
5. Odor Control Checklist with chosen best management practices noted
6. Mortality Control Checklist with selected method noted-Use the enclosed updated Mortality Control Checklist
7. Lagoon/storage pond capacity documentation (design, calculations, etc.) Please be sure the above table is accurate and
complete. Also provide any site evaluations, wetland determinations, or hazard classifications that may be applicable to
your facility.
8. Operation and Maintenance Plan
If your CAWMP includes any components not shown on this list, please include the additional components with your submittal.
(e.g.composting,digesters,waste transfers,etc.)
As a second option to mailing paper copies of the application package, you can scan and email one signed copy of the
application and all the CAWMP items above to: [e-mail]

I attest that this application has been reviewed by me and is accurate and complete to the best of my knowledge. I understand that,
if all required parts of this application are not completed and that if all required supporting information and attachments are not
included,this application package will be returned to me as incomplete.
Note: In accordance with NC General Statutes 143-215.6A and -143-215.6B, any person who knowingly makes any false statement,
representation, or,ceitification in any application may be subject to .civil penaltips..up to $25,000 per violation. (18 U.S.C.
Section 1001 provides a punishment by a fine of not-more than $10,000 or imprisonment of riot more than 5 years, or both for
a similar offense.)
Printed Name of Signing Official (Landowner, or if multiple Landowners all landowners should sign. If Landowner is a
corporation,signature should be by a principal executive officer of the corporation):
Name: )`%AA-e,s Cr• Title: Gv/lr�r.
Signature: Date: !e
Name: Title:
Signature: f � Date:- - .: ...-.. . . .. . .$. _
Name: Title:
Signature: Date:
THE COMPLETED APPLICATION SHOULD BE SENT TO THE FOLLOWING ADDRESS:
NCDEQ-DWR f
Animal Feeding Operations Program
1636 Mail Service Center
Raleigh,North Carolina 27699-1636
Telephone number:(919)7074100
E-mail:[e-mail]
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.
D Q 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.
a 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).
11 E] Any method which, in the professional opinioniof 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.
AN.
—.3 h
0000, Signature of Farm O er/Manager Date
Signature of echnical Specialist Date

Nutrient Management Plan For Animal Waste Utilization
07-25-2017
This plan has been prepared for: This plan has been developed by:
Pig Life LLC o Fa c.31 r 8c?q Billy W Houston
James Cavenaugh Duplin Soil& Water Conservation
2946 South NC Hwy 50 165 Agriculture Dr.
Suite B
Beulaville, NC 28518 Kenansville, NC 28349
910-289-6089 910-296-2120
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.
Signature(owner) Date
Signature(manager or producer) Date
This plan meets the minimum standards and specifications of the U.S.Department of
Agriculture-Natural Resources Conservation Service or the standard of practices
adopted by the Soil and Water Conservation Commission.
Plan Approved By:
4ne& r)12 CIL 2--
I f
Technical Specialist Signature Date
.................................................................................................................................................................
166876 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. Actual PAN PAN Surplus/ Actual Volume Volume Surplus/
PAN(lbs)* Applied(lbs) Deficit(lbs) Applied(Gallons) Deficit(Gallons)
Year 1 895 1643 -748 9119419 -414,819
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.
166876 Database Version 4.1 Date Printed: 07 25-2017 Source Page 1 of 1

• �I
Narrative
WUP Revised to reflect change of owner to Pig Life LLC .
166876 Database Version 4.1 Date Printed: 07 25 2017 . Narrative Page 1 of I��

The table shown below provides a summary ofthe 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
Total U9weable Leaching
K72299
Field Acres Acres Index(LI} Soil Series Crop Sequence RYE
u3 5.15 5.15 NIA A ille Small Grain Overseed 1.0 Tons
Hybrid Bermudagrass Hay 5.5 Tons
PLAN TOTALS: 5.15 5.15
F<2 Potential Leachin Technical Guidance
Low potential to contribute to soluble None
nutrient leaching below the mot zone.
>=2Moderate potential to contribute to Nutrient Management(590)should be planned.
10 soluble nutrient leaching below the root
Zone.
High potential to contribute to soluble Nutrient Managennent(590)should be planned. Other conservation practices that improve
nutrient leaching below the root zone. the soils available water holding capacity and improve nutrient use efficiency should be
>10 considered. Examples are Cover Crops(340)to scavenge nutrients,Sod-Based Rotations
(328),Long-Term No-rill(778),and edge-of-field practices such as Filter Strips(393)and
Riparian Forest Buffers(391).
166876 Database Version 4.1 Date Printed 7I2512017 PCs Page 1 of 1
NOTE: Symbol*means user entered data.

shown below summarizes the waste utilization plan this operation. This plan provides an estimate of the number or acres of
The Waste Utilization tables wn b P P P
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 ensue:that the plan adequately provides for the utilization of the manure generated by the operation.
Waste Utilization Table Year l
Nitrogen Carnm Res. Man= Liquid Solid Liquid Solid
PA Fert. abs/A) PA ManurrA Manure Manure Manure
Nutrient Nutrient Nutrient pplied Applied Applied Applied
Req'd Applied Applied (acre) (acre) (Field) (Field)
(Ibs/A) pbs/A) (Ibs/A)
Source Total Use. Appiie. Applia 1000
Tract Field ID Soil Series Aces Aces Crop RYE Period N N N Method N gal/A Tons 1000 gals tons
72299 0 SS Autryville 5.15 5.IS Small Grain Oversced 1.0 Tons 10/1-3/31 50 0 0 brig. 50 27.74 0.00 142.86 0.00
72299 u3 SS Autryville 5.15 5.I5 Hybrid Bermudagrass Hay 5.5 Tons 3/1-9/30 269 0 0 Irrig. 269 149.24 0.00 768.56 0.00
Total Applied,1000 gallons 911.42
Total Produced,1000 gallons 496.E
Balance,1000 gallons -414.8
Total Applied,tons 700
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.
166876 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
AMN with soils. If applying waste nutrients through an irrigation system,you must apply at a rate that will not result in
• maximum application rate per hour that may be applied to each field selected to
runoff: This table provides the ma pp
receive wastewater. It also lists the maximum application amount that each field may receive in any one application
event.
Irrigation Application Factors
Application Rate Application Amount
Tract
E Field Soil Series (inches)hour) (inches)
1­72299 u3 lAutryville 0.60 1.0
t
166976 Database Version 4.1 Date Printed 7/25/2017 IAF Page I of I
A7r%j1=* Qae"UM t•naone»ear antaraA Ackta

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 down 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
Maximum Maximum Sludge
Crop PA-N Rate Application Rate Minimum Acres Minimum Acres Minimum Acre]16.68
lb/ac 1000 ga/ac 5 Years Accumulation 10 Years Accumulation 15 Years Accumul
Swine Nursery Lagoon Sludge-Standard
m 120 bu 1S4 14.69 5.93 11.86
lay 6 ton R.Y.E. 300 29.38 2.96 5.93
Soybean 40 bu 160 15.67 S.S6 11.12
----------------------------------------------------------..............................................................................................................................
166876 Database Version 4.1 Date Printed: 07-25-2017 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 ofthe plan. Available storage capacity is calculated as the
� tY
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 Nurse La oon Li uid Desi Stora a Ca act a s
Start Date 9/1 180
Plan Year Month Available Storage Capacity(Days)
1 1 97
1 2 86
1 3 153
1 4 180
1 5 180
1 6 180
1 7 180
1 8 180
1 9 180
1 10 168
1 11 155
1 12 141
*Available Storage Capacity is calculated as of the end of each month.
.............................................................•.....................................................................................................
• Capacity Page 1 of 1
166876 Database Version 4.1 Date Printed. 07-25 2017 p ty g

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.R 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).
166876 Database Version ZI Date Printed:7/25/2017 Specification Page 1

7. Liquid waste shall be applied at rates not to exceed the soil infiltration
rate such that runoff do
es 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. Wastetnutrient
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 191995,
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.
.................................................................................................................................................................. ,
• Printed:7/25/2017 Specification Page 2
16687b Database Version 4.1 Date Pn

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 washilown facilities,showers,toilets,
sinks,etc., shall not be discharged into the animal waste management
system.
17. A protective cover of appropriate vegetation will be established on all
disturbed areas (lagoon embankments, berms, pipe runs,etc.). Areas
shall be fenced, as necessary,to protect the vegetation. Vegetation such as
trees,shrubs, and other woody species,etc., are limited to areas where
considered appropriate. Lagoon areas should be kept mowed and
accessible. Berms and structures should be inspected regularly for
evidence of erosion, leakage,or discharge.
18. If animal production at the facility is to be suspended or terminated, the
owner is responsible for obtaining and implementing a "closure plan"
which will eliminate the possibility of an illegal discharge, pollution, and
erosion.
19. Waste handling structures, piping, pumps, reels,etc., should be inspected
on a regular basis to prevent breakdowns,leaks,and spills. A regular
maintenance checklist should be kept on site.
20. Animal waste can be used in a rotation that includes vegetables and other
crops for direct human consumption. However, if animal waste is used on
crops for direct human consumption,it should only be applied pre-plant
with no further applications of animal waste during the crop season.
21. Highly visible markers shall be installed to mark the top and bottom
elevations of the temporary storage(pumping volume) of all waste
treatment lagoons. Pumping shall be managed to maintain the liquid level
between the markers. A marker will be required to mark the maximum
storage volume for waste storage ponds.
...................................................................................................................................................................
166876 Database Version 4.1 Date Printed:7/25/2017 Specification Page 3

22. Waste shall be tested within 60 days of utilization and soil shall be tested
' where waste products area lied. Nitrogen
at least annually at crop sites p pp g
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.
...................................................................................................................................................................
166876 Database Version 4.1 Date Printed:7/25/2017 Specification Page 4

Ib
Crop Notes
The following crop note applies to f eld(s):W
Bermudagrass Coastal Plain,Mineral Soil,Moderately Well Drained.
Adaptation:Well-adapted.
In the Coastal Plain,hybrid bermudagrass sprigs can be planted Mar. i 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):u3
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 bushelstacre and
rye at 1-1 1/2 bushelstacre.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.
.................................................................................................................................................................
16M6 Database Version 4.1 Date Printed: 07-25-2017 Crop Note Page 1 of 1

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1 -

EXHIBrr D•2
TABLE 2 - Traveling Irrigation Gun Settings
Make,Model and Type of Equipment: 7S f}TjS VaD Zr-4 i1D39 D
EQUIPMENT SETTINGS
Field Not Travel Application TRAVEL LANE Wetted Nozzle OperatinS Operating
and Speed Rate Effective Effective Diameter Diameter Pressure Pressure Arc
Hydrant Not (R/min) (infix Width(ft) Len ft) (feet) (Inches) Gun(psi) Reel(psi) Pattem3 Comments
1,4b S i8D �60 S D 9D �00 'x "7 c-rcS
,o
I Sec attached map.
ZSttow separate entries for each hydrant location in each field.
3Use the following abbreviations for various arc patterns: F(Cull circle),TQ(three quarters),TT(two thirds),H(half circle),T(one-third),Q(one quarter).
May also use degrees of are. _
MRCS, NC
NNE, 1996

EXHIBIT D4
TABLE 4 - Irrigation System•Spec.ifcations
Travell'% . Solid Set
Irrl atlon Gui . Irrigation
Flow Rate of Sprinkler(gpm) 1,S
perating Pressure at Pump(psi)
' 108
Design Precipitation Rate(in/hr) s
Hose Length(sect) � •
O XXX3CXXXX
Type of Speed Compensation XXXXXJCXX
Pump Type(PTO, Engine,Electric)
ink
Pump Power Requirement(hp)
TABLE 5 - Thrust Block SpeciPicationst
Designer mnX provide thrust block details on separate sheet.
THRUST BLOCK
9t)°Bend
LOCATION AREA (sq. ft.
Dead End
Tee JYJ
See USDA-MRCS Field Orrice Tecluiical Guide,Section IV,Practice Code 430•DD.
MRCS, NC
TUNE, 1996

EXHIBIT D-S
IRRIGATION SYSTEM DESIGNER
Name:
r
Company: M re
Address: 3ox V-1 ee, s4i} ,A),C .4Syss
Phone: et f o J,dq-b y 39
• REQUIRED DOCUMENTATION
The following details of design and materials must accompany all irrigation designs:
1. A scale drawing or the proposed irrigation system which includes hydrant locations,travel lanes,pipeline routes,thrust block locations and buffer areas where applicable.
2. Assumpti6ns and computations for determining total dynamic head and horsepower requirements.
3. Computations-used to determine all mainline and lateral pipe sizes.
4. Sources and/or calculations used for determining application rates.
S. Computations used to determine the size of thrust blocks and illustrations of all thrust block configurations-required in the system.
6. Manufacturer's specifications for the irrigation pump,traveler and sprinkler(s).
7. Manufacturer's specifications for the irrigation pipe andlor USDA-NRCS standard for Irrigation Wnter Conveyance,
N.C.Field Office Technical Guide,Section IV,Practice Code 430-DD.
8. The information required by this form are the minimum requirements. It is the responsibility of the designer to consider all relevant factors at a particular site and address them as
appropriate.
9. Irrigation pipes should not be installed in lagoon or storage pond embankments without the approval of the designer.
NOTE: A buffer strip -SO feet wide or wider must be maintained between the limits of the irrigation systein and all perennial
streams and surface waters per NC Statutes.
NRCS,NC
JUNE, 1996

P '02
Q
M PIPE O.D.in 195 OVERALLLENGTH 10' 2`
P.E PIPE I.D.in 2.52 OVERALL WIDTH - 7160
Y.li 1'&H 1.13N(fil l Ft 820 MRAL.L H13 ORl' T r
WEI'I$D LENGTH R 930 GROUND(iLI+ARANCE 11'
FRAME S•1 EMMMIGHT 2o250 Lbs
' GUN NELSON SR 100 GROSS WE011T 3,950 Lbs .
,. PEi ORWCE TABLE
.75 ATr8 820 SPEED OPERPMEPULLIN1 MIERSMOUR
SPEW OF P.a PIPL'PULL IN F�I7HOUR
%IN PLOW NOZZLE N07.7T sPRaY sTR,a� WErIED 60 s0 40 30 25 20 15
PRESS IN SIZE PRESS RANGE WIDTH AREA IN 200 165 130 100 80 65 SO
PSI GPM maim PSI Ft Ft AMES WATM APPLIC MOH IN INams
9s 99 65 132 184 4.0 03 03 0.4 0.5 0.6 0.8 1.1
105 103 0.77 70 135 ' M 4.0 0.3 03 0A OS 0.6 0.8 Lf
111 107 75 137 192 4.1 03 .03 0.4 1 0 p u u
118 110 • 80 140 196 4.2 03 • 03 %4 0.6 0.7 0.8 1.1
VA 114 8s 142 199 43 03 03 0.4 0.6 0.7 09 Ll
98 m 60 134 188 4.0 03 03 0.4 Q6 0.7 09 12
105 115 0.81 6S 137 192 4.1 0.3 0.4 0.4 0.6 . 0.7 0.9 12
112 120 70 140. 1% 42 03 0.4 '0.4 0.6 07 0.9 1.2
119 124 75 143 200 4.3 03 0.4 0.5 6.6 0.7 0.9 1.2
Vh w 80 146 204 4A 0.3 0.4 0.3 0.6 0.7 0.9 1.2
133 02 85 148 207 4A 0.3 0.4 0.S 0.6 0.7 0.9 L2
106 127 60 139 195 4.2 0.3 M 0.5 0.6 0.8' 1.0 1.3
113 132 0.86 65' 142 199• 43 0.3 0.4 05 46 0.8 1.0 13
121 137 70 145 204 4A 0.3 0.4 6.5 0.7 0.8 1.0 13
128 142 75 148 208 4.5 0.3 04 0-5 0.7 0.8 1.0 13
136 147 80 151 211 4.5 03 0.4 OS Q7 0.8 1.0 L4
144 151 SS i54 215 4.6 03 0.4 0.5 0.7 0.8 1.0 L4
iLS 145 64 1 144 202 - 4.3 04 0.4 OS 0.7 0.8 1.1 IA
1?3 151 Q89 65 147 206 4A 0.4 0.4 . OS 0.7 0.9 1.1 14
131 156 70 151 211 43 0.4 0.4 03 0.7 0.9 1.1 13
140 162 75 154 215 4.6 0.4 0.4 0.6 0.7 0.9 LI 1.5
148 167 80 156 219 4.7 04 0.4 0.6 0.7 0.9 I.1 1.5
126 163 60 149 208 4.5 0.4 OS 0.6 0.8 09 1.1 1S
135 170 0.93 65 152 213 4.6 0.4 OS 0.6 0.8 0.9
1.2 1.6 }
144 176 70 1% 218 4.7 0.4 OS 06 0.8 1.0 1.2 L6
138
183 60
0 ti5 154 215 4.6 04 OS 0.6 0.8 1.0 1.2 1.7
148 191 .96 _ - IS7 220 _ 4.7-_ 04 OS 0.6 _. 08 1.0 13 1.7
DRIVE PUUJ3Y SETI'UJGS '1URBINB PULLEY 1
12 50 mlm S0 m!m
_ GEARBOX PULLEY 50 60 m/m 112 m/m

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'15' b' 85'
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]0 60 225' 75 238" 00 250' %03 263- 120 2)5' 136 20T IS'_ 295' I]] 301 197 310' 2<3 JJa'
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Ito )6 265' 92 Z)0' I11 230' 129 303' L'0 ]IS' VI 324- 195 335' 222 344' 2Q J55' 30`1 MID,
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712- 760" 812- .057, F95' 927' 955
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i+,50i,.4..._.74 1.260 i.
60 61 235 - G 240 Ito 12 260 t 270 16< 75 163 2oP ;
17-
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' 80 94 255+ j;9pw,zY v 99 2 It 2G 132J a 205' lF 0 . I LI JIS
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r �60 110 265' 1<3 265' IB2 305' 225 725' 275 }:5' 370 365' 3G5 380'
8 165 0- _' f >3* 95' 410. .,Yi'.',
s 80 128 290' tG5 710' 2f0 335' •260 J55' 315 375' 380 795' 4a5 410'
3 -100S.t°? 310,, n 30:. 233.ba n.'x355' •� .29 F".Y.3` ^.�.__ : :, ,.:;•.o
1100 143 310E I85 330' 275 355' 2W J75' 355 400' <25 <20' S00 440'
ADS SS 132.6`=N=ft ^''.'.a�l a'•32 i� 3SY1�1s�1�''4 �?`: rl °S:9x�,.'370 2:STO.i!:e'.•: :y ;45 ':.;>.
120 157 330 204 350' 258 375• 320 395' 36E -20' 465 440' 545 4150'
• 50 � IN„ OZZL'E_S, 5.- NITS" ',,. ' ' •-< r+. ..:=pal. ,, t .e:i: .' .".?
Ring Ring Ring Ring Rnc Fling., Ring
B6' .97' 100" LI6' +20' 134' t 41-
Rs1. GPM DIA. GPM DIA. GPIA DIA GPM DIA. GPIe DIA GPIA DIA GPM DIA
4OM ;:zo;= •eDo';:!:3355: • aso ._% o'�::r;
60 110 2SO, 143 280- 182 300' 225 315' 275 335' 330 350' J85 765-
7 X •.'.+ P3"f e'i:.i97u#,r.x 310..zii y'4z'•aw24 z"e avaseses''2,'wZ95 ?aaS j p'!�`-5 :415
80 120 280' 165 300' C� �2y10>'xq�ay�320' 260 No- 315 360' 300 380' e45 395'
W . 3 0- :, 2c`?:'yi'i '.t*ul3 A'i.+`�WJi<CAL340, • r. 290 .55"350'tvvw�L':ems.:•.,. 390,'�_,'ii'•::'.e5j5 _..�<05:.•;"!
IW i<3 700 185 320 235 340 290 3G0' 355 390' 425 <M OA e15
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xN 157 315' 204 335' 255 3GO 32C 360' 355 Lv' 465 420' 545 435'
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1.05- I I" 12" 13- t<- 15' 1 G 175-
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270iF 7360- -}<�, 05E7c755':' ':.335 ':!375• 7^,T 415"' 390' «5'-4:<10'',-',d:<' 515 <7: ' 'S95 445' 695 470' ! 825 -495'
JO 270 360' 710 300' i 355 79S' 4t5 410' 460 AO' SSS - G30 4GS )SS 4!6. 3-0 !.IS'
_ •`g'p yj75'. ;,,if WSIi'J95' 1 380 %<i0' ;-4451-'430- 515 . 450;•F. 590 410' 675 455' 005 51i 1 9`.3 53i
90 310 390- 35 1410' .05 425' 175 445- 54S 46i 625 45? 715 SOS 655 ST. .OS 5Y.
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n0 340 <10' ]90 430' 445 450' 525 00' 605 495' G95 790 53Y 945 SOY WO SW
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in 370 425' 425 445' 465 465 565 4as. 655 515- 755 S= i 860 '50, 1025 59. I210 On
OZZLE
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029' aclua0 11AG" :mwalf PAWaweag n.f- uwaq p 74 accaq l On- w.o0 v93' acmml
P51 GPM DIA GPM DIA GPIA DIA Ltv.l DIA GIW W qPU DIA '.I•I.! DIA
501%'cR> 230 3251:>A]v 00- 355' 350'• `°370' <IO 3'JO'. <)0 <05. 535 420' Oe0 <JS• ;
60 250 340' 330 '170 30S 390' <4• 410- 111. 4:S :AI'. <41x '2e. 45'.
7019 6 ri 00 355' ": 55.- 385' 415' 405' 4e0 425' 551, "0. G30 455' 755 <75' •
80 290 :17 386 mm 44S 47W 440- :40, <!•, 61•. .:711 nn•. 41A1' !�-3
90. 9;zi-310 MID. ;Tj ASS 415• 47S. 435' 455' 6T 470- I 7IS 485' 855 505•
too 325 39D' 42S n"'. :AY.I 44•i •'' CGJ IAA .::.�� :•;, :.'P., •.4, -4-11'
110- 3,%*.310 400- ` +s' :7•<5FI 435' 525 4651 60.'. 475' 69;. <?3' I no, $10, 945 535.
in 35S AIR AIDS •:4•. 14:• 465 4n- 1.- ... II. •len -
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Engine Performance Curve 300 Series Engine
Model: 4039D
Rating: Gross Power 71 hp @ 2500 rpm
53 kW @ 2500 rpm
J4DEERE
Application: Industrial - Continuous
... .... ... .... ... ... ..........i....f..: ....;...i...........i............. ... .... ... ... ... .... ...................................
'...L...i...i. . ..
200
........ ...: ..:.. - — 1) E
.... ....... ........:...:.
.. ...;...:..
180
orque I... .
d
_ ...:.... ... .... ...:...1. 176 Ib-ft tor.... .. i........:...:.... 244
..:....:...:....
160
-: .:.... ............I....I....... ...1.... ..... .:...;.......:....;...;.......,. ...,.... ... ....,...,.... ...;...:...;. .... ..... (217)
60 ... .... ... .... ...:....i... .... ... .......i........
i... .... 149 Ib ft ...............
s (202 Nm
i.... .... .... ... ....:........ ...............
.. ... ....:........ ...:..:. ...:.... ..
fi0 ... ... ... .... ... .... ...:....i........ Continuous Power....:....;...:...
(45) ...;....I...:.... ...:.... ... ........... ........ . � ;.....(531I(W) .
a
k
v ....:...:.... ...:... ...i.... .. .. ..
s 40
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. ...;....;...;....f...;.......;....
20 ...,. . .......... :....I
(15) I
...€.... ...[.... ...:.... ...:.... ...i.... ...[....i....... ...€... ...;....4....... ...i.......
..:.............
0.40 O1
L
t
a
Fuel Consumption 0.36
... ...... .......... ........ ...........;................
....... .... ... ... ...'.... ... ...;... .... ... ... ....... (2 )
—
LL
�.... .; '....�...;.. i....l...;..
1000 1200 1400 1600 1800 2000 2200 2400
Engine Speed - rpm
Air Intake Restriction -- 12 in.H2O (3 kPa) Exhaust Back Pressure --30 in.H2O (7.5 kPa)
Gross power guaranteed within i or-5%at SAE J1995 and ISO 3046 Certified by: Curve 4039D711C
conditions: 77°F(25 IC)air inlet temperature
29.31 in.H9(99 kPa) barometer Source Factories:
104 "F(40"C)fuel inlet temperature ��{7,// Dubuque,Saran
0.053 fuel specific gravity® 60 T(15.5"C) Date: 09-93
Conversion factors: Power: kW=hp x 0.746 Sheet 1 of 2
Fuel: 1 gal=7.1 to, 1L=0.65 kg 7Se'93
Torque: Nrn=lb-ft x 1.356 'Revised data..
All values are from currently available data and are subject to change without notice. ���

TD 7 Spro nk lax' .Pr�ss���- 6o psi
I LI-I P:S"
y y.87
77777
.Mr.M �% ,,� �6 Psi
... 1oy�.-. sb
ars�►m. _ . l�S'x d yR -7,13
aoca
3 4,
J ovv

Aar-
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Ap
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ASTM D 22AI Diamond
Diamond •asket Specifications
IPS Pressure-Rated PV1 ipo
Approximate Coupler Dimensions
I
I
I
I
I
I
A I
1. Gasket configuration locks gasket in place and
prevents fishmoulhing.
I 2. Chevron seal for added pressure sealing ca-
pacity.
I
I 3. Compression seal - provides a seal under
vacuum.
4.Wiper beads to clean spigot end.
Diamond ASTM D2241
IPS Pressure-Rated PVC Pipe
Rieber Gasketed Joint Dimensions
A
O.D. C SIP, a i
Size Gasket Race Socket Depth YAPK
0.Pn
2 3.166 4.500 T 3_ -f
' 21/2 3.719 6.000 4 �_- A = a, I P. L Pit
3 4.434 6.000 A aear ca,.an
4 5.603 5.000 -
6 8.252 6.250 D
8 10.420 6.500 Pipe A D
10 12.762 7.500 Size Inscn Socket Diameter
12 14.952 7.500 3 4lr 31/8
3- 4 5 114 4 7116
4- a Ir 5 1r 5 Ir
6' S 6 7 13/16
8' S Ir 6718 10 I
D-2241 Pipe Dimensions
10' 5 '3/a 7 Ir I° Ir
Minimum Wall Thickness I?' 6 8 Ile 14 11/16
D 1165 SDA.135 SDA.21 Son26 Son.325 Sonars
Sea co 5en.0 315PSI 200 PSI 160 PSI 175 Psi 100 PSI •• �. �.•••- ':ep �[,4"' , ,:'••"�
11,- .840 .109 .062 ..
rds176 � IFrti? Lti
w" 1.050 113 060 '
I 1.315 133 .063 Short Form
I%" 1.660 .140 -079 064 056 y -
Iv," 1.900 145 090 073 058 Speciricalio11 for Diamond
2 2.375 .154 113 091 073 PVC Irrigation Pipc ,
2v," 2.875 203 137 110 088 AS-1'p7 -D2241 -SD1141 ,32.5,26,or21
3 3.500 .216 167 135 108
4 4.500 .237 214 173 130 .110 Diamond PVC Irrigation Pipc shall be "lade of
5 5.563 258 265 214 171 13G compounds conforming it) ASTM D1784 will, a ?
6 6.625 280 316 255 204 .162 cell classification of 124548. Diamond PVC
8 _ 8.625 .322 410 332 265 .210 Irrigation Pipe' must 111W all the dimensional,
to ••10.750 .365 511 413 331 .262 chemical• and physical rs'tluircmcnts as nudined
r12.750 406 606 490 392 .311 in ASTM D2241• -Antics. ANSI/ASAF 5376.1,
and SCS 430.1)1), and will be supplied tit 70IM0
'vr lmond's IPS Pressure-Rated PVC Pipe couple, laying lengths.•
els the requirements of ASTM D 3139. t1 9 mrst gFiitWIN
11 r r'r
1f
'Inqult0 lot availability
fit

s 7f � it�(wi aY'�'f"a.�� —. •.. _.0.'3.'�..'+ ���"�•"~.��r��:
3e , •"4"Z-��.syti,, � , .a) ``ivy�i���� . y I,ifr�e+�i^�+5 '�S�"� 4F_ t ��yN�. ° T4 '"s, .e•,^'e�3��' fy'k
e'' •�fi'� `.<"' t'•` a^r F*— e Y��� 's}t� }�� i.� f °a�W" ��.�. 2'�1 7r� _
+�y�< c.•�,� z �..•,�..`,�; is ji" t�`�'�#,�� :k iASTh1R
�, � • al ,� ����i� ,� -' ' '-�a'=4 � +� �,� a"S�R13S1315PS1�� �
>s � ` h` . np�s.z rn a "5DR21�200P51)
ro
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��, s�:�"t`""`t . �. 1. e � vim` �� '•al� �SCR325112 51)k'
•, +� � 1� •• ° ,'ss��,u���'ct=et�S;:B.c &�_ � , t ti'SOF)f41;(IODPSQ y. r
���} . �p u�N� _ L `t T... f� � .g �.^fy(„•'�Y. iA'!i c
��}y+�+�-��i,1.Y� : �`�s'� .s L �r � �, to •i2'.a t.`� ... � rtt 't-Y. Y�� .��'
sr%•>��m 4 �1 �•�.. �"� ��;k u` �� h.S1n 7 ryr, ae.�ti' 'SS3.
�s�,.,�"•Z:��i1��� f Phi�v -r i aZva>,( a,,.. '-S'�s"�..
1
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•
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��'��"�'��j:�Lv��f��7.1���e��y� L'•�/d�Yrt'f'F��1l..��+j��
a�'"r*3i�+x, tJf'.�:�Grsr7J _ — T L. YTj�ix✓t� �'^ f

MW
INSTALLATION
Table 4. Dr4cR]rnoN A,' e:..a,:Rnu:Nr MATERIAL CLASSII'ICAI'IIINS '
- Sou Still. RKCVVLn>nr
j� Diamond Agricultural PVC Pipe should be assembled and <,.ASS TV,,
installed with uniform and continuous support from a firm �,,,,ya,. Nww« a„,w".r" u •uN I,nw •u•• n •w•a'
rwint_,R.:n....:.,
base in accordance with the installation procedures provided ,J......a.,-mJ.• I9.
in ASTM D2321,and the Installation Guide for PVC Water a.,Il)_l.•• n ] ••N•••I• +L,• I.n,_,,W, , «w rw,. t,, r,J
Pipe (a "pocket-sized" edition is available from your
a,.n.
representative or from Diamond Plastics Corporation.) ,,,,, ....,,, , , , „ ..,. .I:.k. r . rH •rw
' NINnnn .uiM...W..,+•r.N.,N„a]t.n,iwl.n Nn.\n...,
• Clun.
Embedment materials are to be in accordance with soil St W.R.L.HW, L••.r",. W,.1:._.r„..1".N K.J. .
N•nL„N••r,N".•,'v+. N",N,n S3i w••+Jr N.Vn...e.low
classifications listed under Unified Soil Classification sr rr•I,a.•J•••uJ„^,r.•q,w,.Lu...r.wn. a,...M„pK wn.n"
System, ASTM D2487.and ASTM D2488. R n wrn.n N...,. .""•""nt n w .""" "' `'`""
nn,ms.Jr•• C. aaR ._....
Te assemble, clean mating surfaces of the bell, spigot, and Nn........
a CI,,.]..... .vwn..n.L,n.n.,u., L•c..n....J ew.4.o-.n....N
gasket. Apply gasket lubricant (furnished by Diamond «,N...,.•<. N.nL„vK•ww•.-10"M.•„.
Plastics Corporation) to the entire spigot end up to Elie sN S&,Ie1sww dwJ.N " y,w•.w "••
reference mark. Also. apply lubricant to the contact surface .II,x r1• - -<L,w. o LL.,Nr vN w.....,n". M•--
e. Slnr N„YR wn:wJ.w K.)IN,.r..
of the gasket.
n...n•S.a. HL LuS„i di.,.•,�n_,„,....a n.n..r,..n•Ire I"... I.r_I1...
With the pipe in straight alignment, push the spigot into
n ,n..J„"n.,.w y-„rJ.a rl.n,n,.r«A,.I•.. . ..n..I.,.
the bell up to the insertion line. If a pry bar is used to Ir„rly, I:y.wLaAK.-u.. ".l+-..rv•.-"- -`•
apply force, the pipe should be protected by placing a board HII I ,n .• _ w-r- - Y. •'•••• .-•
1- nrr nJ..n SI1C. VK.• rM•^•I:"lw
between the bar and the pipe. a 1_n, u'.I".nr"P N••.n,1..,.r b r •. ^ °
w.n,r....N..."n...r.
If normal force does not complete the joint,disassemble the L],,,•'s.W, ,, Il,r„:r,;I„W..1•nN,.F,.l,„wt..,..n-•: LqW I-•.K••L.•
joint and eximme the parts to make cc,-.ian they are free of AI r,,n <I, ww 9"...nyN•n: Lw N "„
obstructions. 'Visually inspect the completed joint to insure «•r•• •Na�•^•
the gasket has not been dislodged. R I L.W
3-4 w•,eTw,:AST&,u LS].m<P rw CLuI w 41.AJ wMfw.aw ASLLII,:,:1
• In wuNue"iY AST"U1u]•ku Nu 3t ryuW W•:r•.
• •• In �wYar'_iN ASTY U I,S).'Kb.+0 X r12%
.. rn•u[
v",R� .Inlif[n..Nn n w..<elwuvrn,t sr Clm 11 Nu w[Im 111
Table 5.
APPROXIMATE GUIDE FOR ESTIMATED RANGE OF DECREE
OF COMPACTION VERSUS EMBEDMENT CLASS AND AIETIIOD The haunching area is most important to the support of
OF PLACEMENT AS PERCENT OF STANDARD PROCTOR
DENSITY OR RELATIVE DENSITY' PVC pipe. For good support, the haunching area should be
FOR GRANULAR MATERIALS IN PARENTHESIS- compacted to the densities given In the Long Term
Deflection Chart.
CLASS OF EMBEDMENT I ❑ 111 IV
MawnL,ad .
IJATEXIALDESCRIFIIDN Gnnu,v SvN a,NGnM NnmQ,ain F:N Gnin
LIaln:al, Sdh•Clean so;h S9111
Figure Z.
iw14 ry`�'n"nnrr 9.1) 9.It 630 A�
i
I,H•,IH In W...N. /
SNICm+vinalon N<NJJ 4NI Po:v(n R<Inicl Lbn4y 0.anL<
fawpuSl yin-<a,ainK, 93.100 93.100 90100
(13 It
u,xnv, .1¢R .E6%"D3)001 ``
QnJ59SN'"91• W93 w93 all) ]S'9J Z- t-- •"' { .
..unw, I40)31 lWwl I I � •,Cm•JIWv<q vunu9n M95 w93
RA]S) rill Slit
IwVJI �` ,j -4
11nmp ,Aw row mw m]) /.•.!ii'.-` .:
Swan Iwcm ...�
• v<m.<urn..,,n.n•W•n l."ruln•JI
• I\n YLtr". an,�m'n.0`uW<J[L..n,....L<Iy..s Nn n+ nunnJ In u..„I. m
w<n+G,ul u. ,.nulWw nJ•Ilp sNn,nJ•u•1';Ir b14n n.kJ„Y"•W''l•J •uWn

�.
f FRICI , ON LOSS IN POLYL- H�'z -� HOSE
' m 4. p.S.1. FRICTIOR LOSS PER 100 FEET P IRRIGATION 8D5 IRATER
63 OLI'ETIIELIHE 50 40
�
120 110 40 62 2?5 2.1 1.60 1.30 1/ O.D. NN 5 4.1 4,0 3.7 3 2.7
_ 0.4
I.O. IRS. { 5 - _ _ 3.1
GAL/ 10
NIR. 20 - _ _ - - _ _ _ 1.{ 4.0 I1.2
30 - - _ _ - - - _ _ 2.1 6.0 16.4
40 - - - - 1.2 2.4 8.4 _ -
50 - - _ - - 1.6 3.9 11.2
60 - - _ - - 1.0 2.0 4.9 14.4 - -
70 1.3 _ -
6.1
BO - _ _ _ _ _ 1.6 2.5 7.5 - - -
90 1.1 1.9 -
100 1.3 2.3 {.2 l0.5
-
110 " - _ _ 1,6 2.7 -
120 - - 0.7 1.8 3.1 5.
130 _ 0.8 7.1 3.b .6 _
2.4 4.1 b.4 - -
150 - - I.0 2.7 4.6 7.2 -
-
160 - - 1.0 3.0 5.2 B.I
- 3.4 5.7 8.9 -
170 0.4 1.3 - - -
180 _ _ 1.0 1.4 3.7 6.3 7.9
190 -
0.4 1.1 1.6 4.1 7.0 -
200 0.9 1.2 1.7 4.5 7.6
210 - 1.9 4.9 B.3
1.3
' 720 - 1.0 5.3 9.0
230 - - 1.1 1.4 2.1 9.B
1.7 1.5 2.2 5.7 -
240 0,4 1.3 1.6 2.4 6.2 _ - - - -
250 1.0 1.4 1.7 2.6 6.6 - - - - -
260 1.4 2.6 7.1 " - _ _ -
270 1.0 1.5 -
260 1.1 1.6 2.0 3.0 7.6 -
290 1.2 1.7 2.1 3.2 8.1 - -
300 1.2 1.8 2.2 3.4 8.6
1.9 2.4 3.6 9:2
1.3
310. 1.3 2.0 2.5 3.6 9.1.
320 330 1.5 2.2 2.7 4.0
-
3.0. 4.
340 1.6 2.-s 2.3.72 4.2 2 - -
n0 1.7 2.4 5 - -
360 1.7 2.5 3.2 47 - - -
370 1.8 2.7 . - _
380 1.9 2.8 3.5 5.2
390 2.0 2.9 3.7 5.5
400 2.1 3.1 3.8 5.7 -
420 2.3 3.4 4.2 6.3 -
440 2.5 3.7 4.6 6.8 -
460 7.7 4.0 5.0 7.4480 _ -
3.0 4.3 5.4 B.0
500 3.2 4.6 5.B

be fabricated almost any configuration. Somc )oxy coated fittings
? include stacks and hydrants as an integral part or the fitting.
Occasionally it may be necessary to connect PVC plastic pipe to steel
or CA pipe. This connection can be made with a coupling called a
transition or repair coupling. In-line valves can be supplied with J
connections to gasket pipe.
Thrust blocking is required for gasket pipe. Most thrust blocks
will be concrete. Manufacturers recommended thrust blocks at any
change in direction greater than 10o. Figure l gives an example- of
different arrangements for thrust blocks.
P :^
.J
1
(I'• Figure 1 . Example of different arrangements for thrust blocks.
-5-

4 •
�d
t .
.�ly
Aft
Figure 2. Anchorage tilocks for in-line valves.
.� Table 1 is the forces encountered at end Plugs. to calculate
forces encountered at bends, tees and wyes, multiply the figure in
Table 1 by the factors given in Table 2.
Table 1. Thrust W at End Plugs .
Thrust in lbs. for test ressure Psi
Pipe bi.ameter 100 PSI 150 PSI 206 PSI 250 PSI
inches
1 295 440 590 740
2 455 680 910 11.40
2-1z 660 990 1VO 1650
3 985 1480 1970 2460
4 1820 2720 3630 4540
6 3740 5600 7460 9350
8 6119o" 9740 13,000 16,200
10 10,650 16,000 21,300 26,600
12 15,150 22,700 30,200 37,800
14 20,600 30,800 41,100 51,400
16 26,600 39,800 -53,100 66,400
Idol
-6-

,^ Table 2. . .Factors _for Calculating Thrust W for
... E)bows and Tees.
Elbows: 900 =. 1.41u� Tees = 0.70 L
60, 2= 1.00I'
Q5° = 0.76!!
30° _ 0.52
;:. 22:5. .. --00.39 ;.;i
Table 3 gives the safe bearing load for different soil types.
Table 3. Safe Bearing Load
Soil lb/ft2
0 Mulch, peat and similar 0
Soft Clay 1000 0 Z �j
Sand 2000 r
Sand and gravel 3000 .1
w.p Sand and *gravel cemented 4000 J
with clay
Hard shale 10,000
Thrust block area (ft2) - W -_ Thrust (Table 1 & Table 2)
_ .F Soil nearing strengt a e 3)
r"•
In placing concrete thrust blocks, check with the manufacturer of the
pipe being used to ensure that the correct size thrust blocks are
beVg. used.
There are a number of machines that can be used to prepare the
trench for PVC plastic pipe. Soil types, moisture content, depth of
-trench required and type and diameter of pipe must be considered.
Generally chain trenches, wheel trenches, backhoes , or vibrating plows
will be. used for trench preparation. The vibrating plow can only be
used for solvent weld PVC pipe and generally is limited to the smaller
diameter of pipe. Under most conditions the chain. trencher or wheel
trencher will be faster than the backhoe. Where wide trenches for large
pipe are required, the backhoe will be most satisfactory. If soil
conditions permit, long stretches of open trench will expedite pipe
installation. However, if rain is forecast the pipe should be installed
and the trench backfilled. To avoid sharp turns in the line at obstructions,
'+ trenches should be curved within limits of curvature of the pipe.
-7-

EX Mrr D•1
IRRIGATION SYSTEM DESIGN PARAMETERS
Landowner/Operator Name: R"r. kv K26 4,L- County:
Address: z9 wi S ,n & p
3oa,�.lw�'ll!✓ Date:
Telephone: 9 1 o
TABLE 1 - Field Specifications
Approxtmate Koxtmunt
Maximum Maximwn Appllentlon
Useable Slzc Applicotlon per Irrigation
Fleldl of FleldI Slope Ra0 Cycic3
Nwnber. (acres) Soll Type (%) Cro (s) (In/Itr •(lndics) CorrunenLi
I A,130-390 r,rd S 1 Sr-:A Dtuud
t
ISee attached map.
2Total field acreage minus required buffer areas.
311efer to N.C.Irrigation Guide,Field Office Tecluiical Guide,Section II G. Amtual application must not exceed the agronomic rates for the soil turd crop used.
NRCS, NC
DUNE, 1996

Operator:
County:
Date:
Dist to newest residence (other than owner): 1500 ft.
sows (farrow to finish):=== � --_=====>
sows (farrow to feeder):eder): --=======>
head Wishing only):===== >
sows (farrow to wean):====
head (Weal{11a,
a= 2600,
Ave. Dre Weight for other op9rat1onr.(1b&)=>
sludge Storage volume for s
%f ,e accum. (cu.ft):=>
Treatment Volume (min. 1 cu.ftPb.)=======> 1.0
25 Year — 24 Hour Rainfall 7.5
Rainfall in excess of evaporation Qn.)=====> 7.0
Drainage area of builcrings& lots (sq.ft.)=>
Volume of wash water (9allons-/daY)==========::.
Temporary storage period (dqyq)=============> ISO
Freeboard (k)--————————— 1.0
Side slopes(inside lagoon):================> 3.0 : 1
Insidetop length 156.0
Inside top width 156.0
Top of dike elevation 102.0
Bottom of lagoon elevation (ft): > 92.0
Seasonal high water table(S HW1) elev.fty > 97.5
Total required volumle: 126454 you. *TO TA L VO L 13%.K
1bL4n C;L. ft 109.41%
Stoppumping el.(> or = to 97.5 ft.SHWI)> 98.0 1/
or = to 98.0 fLM!n)
Required minimum treat-nent volume: 78000 cu.fL **TRMT- VOL O.K.'s'"
Volume at stop pumping elevation: 78624 cu.iU* 100.80%
Staftpumping 100.2
V01unle at sir pumping elevation: 120978 cu. ft '-"*STORM STOR. O.K-41-*
ACU'll volume less 25)-T-24hr rain: 1233-138 cu. ft.j 101.84P/o
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 33244 cu.k **TEMP. VOL O.K.*k*,k
Actual volume to be pumped:==> 42294 cu.ft. 127.22%

eratoraKICKY BOSTIC #3 County s DUPLIN Date Is 86/19/96
00�nce to nearest residence (other than owner) u 1500.0 f eet
AVERAGE LIVE WEIGHT (ALW)
0 sows (farrow to finish) x 1417 lbs. 0 lbs
0 sows (farrow to feeder) 522 lbs. 0 lbs
0 head (finishing only) x 135 lbs,, rw 0 lbs
0 sows (farrow to wean) x 433 lbs. ttss 0 lbs
e6@8 head (wean to feeder) r, 30 lbs. 78000 lbs
Describe other a
Total Average Live Weight 78000 lbs
MINIMUM REQUIRED TREATlIE14T VOLUME OF LAGOON
Volume = 78000 lbs. ALW x Treatment Vol.ume(CF) /lb. ALW
Treatment Volume(CF)/lb. ALW I CF/lb. ALW
Volume = 78000 cubic -feet
STORAGE VOLUME FOR SLUDGE ACCUMULATION
Volume = 0. 0 cubic feet
TOTAL DESIGNED VOLUME
Inside top length
Inside top width (feet)-----
Top of dike elevation (feet)--------------- least 0
Bottom of lagoon elevation ffeet)"­----------- 9a.0
Freeboard (feet)------- --------------------- 1.0
Side slopes (inside lagoon) 3.0
Total design volume using prismoidal formula
SS/ENDl SS/END2 SS/SIDE1 SS/SIDEP.. LENGTH WIDTH DEPTH
3.0 3.0 31.0 150.0 150.0 9. 0
AREA OF TOP
LENGTH -30 WIDTH =150.0 150. 0 e2500 (AREA OF TOP)
AREA OF BOTTOM
LENGTH * WIDTH =96.0 96. 0 9e16 (AREA OF BOTTOM)
AREA OF MIDSECTION
LENGTH WIDTH * 4 60516 (AREA OF MIDSECTION * 4)
123.0 least 0
CU. FT. CALLA TOP + (4*ARI---A MIDSECTION) -i.- AREA BOTTOMS DEPTH/6
22500. 0 60516.0 9216.0 1.5 li"111)
1:38348 CU. FT.Total. Designed Volume Available 22

TEMPORARY STORAGE REQUIRED
DRAINAGE AREA
Lagoon (top of dike)
Length * Width =
1569t0 156.0 24336,0 square feet
Buildings (roof and lot water)
0.0 square feet Describe this area.
TOTAL DA 24336.0 square feet
Design temporary storage period to be 180 days.
Volume of waste produced
Feces & urine production in gal./day per 135 lb. ALW 1. 37
Volume = 78000 lbs. ALW/135 lbs. ALW 1.37 gal/day 180 days
Volume = 142480 gals. or 19048. 1 cubic feet
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.
Volume = 0.0 gallons/day 180 days storage/7. 48 gallons
per CF
Volume = 0.0 cubic feet
J-a 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 = 14196.0 cubic -feet

11C)UP SIUCYNYJ
tt Volume of 5 y el a
Volume = 7. 5 incl­ies / 12 5.nol--tes pe-.- -foot DiA
Volume = 15210. 0 cubic feet
TOTW... REQUIVIED TEITIIPORAO�Y STOFIAGE
5A. 19048 Cubic f eet
5B.. 0 c Lt b i c., -feet
5C. I(,,V-)6 c u b i c f eet
5D. 15210 cubic -eeet
TO T AL 48454 cubic feet
s TV,11 R Y
Teiv.-parary storage 180 days
Fu..inf a.*.'-' ii-i excess o*17 evaporc-tio 7. 0 i vi%c h e s
25 year - 24 hour 7. 5 i-oches
% t
F r e e 13 o a r d > I. 0 f ee
3.1 G? 19 Is i
Side
"KI-15.4de top --.ength==== 156. 0 feet
Inside t-cp 156A f eet
).0-2. 0 f F_et
T opr, (:)f d k e e I e w.t i 0 1-1 rZel 2. 0 �eet
Bottom of lagoon e5-evatio'tI====
*rotal required 6/-5 A cu. ft.
Actual design
Seasonal high wate-Aable elevation (SI-3Y'D -`=> 9 7'. 1%5. I*eet
Stop punping 98. 0 f eet
Must be > or = to the SHWT eIIev.===-=====--;:=> 97. 5 -feet
Must be > or = to mi-01. rseq. treatment el.=> 98. 0 -7 e e t
-::=======> 78G,00 cu., T"t
minimum treatment volume-=== f t
VOJ.Ume al:, stop r,)Ltmping `>
Start puimp- nv 1.20.2 f eet
J. ,
Must be at bottom of freeboard & 25 yr. rainfiall
, a ej L231
'P 1.)c,,-ua]. volurive less 25 y*i%.. .... 24 11 . 8
W
Volume ala- start pumpl.-1-19 I P_0 9 J. cu. ft
Requ,'I.red vojunje to be 33d21, cup f t
a' -'Co be purjpecj.::.::=====',::=::­> 4("2 2 9 4 cu. i"t
.1. V 0 3.U,m e p c;
Minn -Uh-ickyjess c)f soil. liner when required==> . " 5 gaaoDESIGINIED BY,", A P P R 0 VET ICY
T E
DATE DA SEAL
14985
'E UTILIZATION PLAN
,,IOTE:. SEE ATIACHET) WASI
AL.
C 0 i i H ir. a 10 to ............

SHEET 1 OF 2
SPECIFICATIONS F CONSTRUCTION OF WASTE TRH. MENT LAGOONS
-----------------------------------------------
FOUNDATION PREP'ARAT IO14„
IMWMN««W W•Y•W IIMW W W W W W WM.Y«W W W•«•W
The foundation area of the lagoon embankment and building pact shall be
cleared of trees, logs, stumps, roots y brush$ boulders,sod and rubbish.
Satisfactory disposition will be made of all debris. The topsoil from
the lagoon and pad area should be stripped and stocl•:piled for use on
the dike and pad areas. After stripping, the foundation area of the
lagoon embankment and building pad shall be thoroughly loosened prior
to placing the first lift of fill material to get a good bond.
EXCAVATION AND EARTHFILL PLACEMENT s
•Mw««««««•WY.••Y•«.•WWWWWWY«W««W•MWWWWW«««YWW•Y•WY««..--
The completed excavation and earth f:ill shall conform to the lines,
grades, and elevations shown on the plans, Ea•rthfi ll material shall
be free of material such as sod,, roots.j frozen sta r l y stones over
6 inches in diameter,, and ether objectionable material. To the extent
they are suitableh excavated materials can be used as fill. The fill
shall be brought up in approximately horizontal layers not to exceed S
inches in thickness when loose and prior to compaction. Each layer
will be compacted by complete coverage with the hauling and spreading
equipment or standard tamping roller or other equivalent Method.
Compaction will be considered adequate when fill material is observed
to consolidate to the point that settlement is not readily detectible
{MOTE THE SPECIAL REQUIREMENTS FOR PLACEMENT OF LINERS IN THE LINER
SECTION OF THIS SPECIFICATION. The embankment of the Lagoon shall be
installed using the more impervious materials from the required
l excavations. Construction of fill heights shall include 5 percent for
settlement. Dikes over 15 feet in height and with an impoundment
capacity of I@ acre-feet or more fall under the jurisdiction of the NC
Dam Safety Law. The height is defined as the difference in elevation
from the constructed height to the downstream toe of the dil•te.
Precautions shall be taken during construction to prevent excessive
erosion and sedimentation.
LINER€€ THE MINIMUM REQUIRED THICKNESS SHALL DE 1.,5 •ft.
W•M««M•W.•M W««M.M•W•«•.«•I«•M•«.••«.•M M•YM•MI 11«IM MN M.•w•M W.«•««««NM«I•W MY Yw W.«•Y«YY YY M«.•«W N«W««M«W««•«.••«W M•.IY•
NOTES LINERS (MARTIAL OR FULL) ARE REQUIRED WHEN THE ATTACHED SOILS
INVESTIGATION REPORT SO INDICATES OR WHEN UNSUITABLE MATERIAL IS
ENCOUNTERED DURING CONSTRUCTION. A TYPICAL. CROSS SECTION OF THE LINER
IS INCLUDED IN THE DESXGN W14EN LINERS ARE REQUIRED BY THE SOILS REPORT.
When areas of unsuitable material are encountered, they will be over-
excavated below finish grade to the specified depth as measured
perpendicular to the finish grade. The foundation shall be backfilled
as specified to grade with a SCS approved material (i•e w CL,SC% CH) t,
REFER 1*0 THE SOILS INVESTIGATION INFORMATION IN THE PLANS FOR SPECIAL
CONSIDERATIONS

Soil liner material sh 1 come from an approved b. •ow area. The
minimum water content of the liner material shall ne optimum w#oistu*(,,e
• content which relates to that moisture content when the soil is k'neaded
in the hand it will form a ball. which does not readily separate. Water
shall be added to borrow as necessary to insure proper moisture content
during placement of the liner.. The moisture content of the liner
material shall not be less than optimum water content during placement.
The maximum water content relates to the soil material being too wet
for efficient use of hauling equipment and proper compaction, Proper
compaction of the liner includes placement in 9 inch lifts and
compacted to at least 90 percent of the maximum ASTM D698 Dry Unit
Weight of the liner material. When smooth or hard,; the previous lift
shall be scarified and moistened as needed before placement of the next
lift.
The isingle most important factor affecting the overall compacted perme-
ability of a clay liner, other than the type of clay used for the
liner, is the efficient construction processing of the compacted liner.
The sequence of equipment use and the routing of equipment in all estab--
lished pattern helps assure uniformity in the whole placement and
compaction process. For most clay soils, a tamping or sheepsfoot
roller is the preferable type of compaction equipment.
The soil liner shall. be protected from the discharge of waste outlet
pipes. This can be done by using some type of energy dissipator(rocks)
or using flexible outlets on waste pipes.
Alternatives to soil liners are synthetic liners and bentonite sealant.
When these are specified, additional construction specifications are
included with this Construction Specification..
CUT017F TRENCH#
---------------
A cutoff trench shall be constructed under the embankment, area when
shown on a typical cross section in the plans. The final depth of the
cutoff trench shall be determined by observation of the foundation
materials.
VEGETATION"
All exposed embani-tment and other bare constructed areas shall be seeded
to the planned type of vegetation as soon as possible after construc-
tion according to the seeding specifications. Topsoil should be placed
on areas of the dii.ke and pad to be seeded. Temporary seeding or mulch
shall be used if the recommended permanent vegetation is out of season
dates for seeding. Permanent vegetation should be established as soon
as possible during the next period of approved seeding dates.
REMOVAL OF EXISTING TILE DRAINS
----------------------------------
When tile drains are encountered,, the tile will be -removed to a minimum
of 1.0 feet beyond the outside toe of slope of the dike. The tile
trench shall be back-filled and compacted with good material such as
SC9 CL, or CH.,

OPERATION AND MAINTENANCE PLAN; bKLh t 1 ul- C
• ___--_.--------------_----------
This lagoon is designed for waste treatment (permanent storage) and
180 days of temporary storage. The time required for the planned
fluid level (permanent and temporary storage) to be reached may Yary
due to site conditions, weather, flushing operations, and the amount
of fresh water added to the system.
The designed temporary storage consists of 180 days storage for:
(1) waste from animals and (2) excess rainfall after evaporation. Also
included is storage for the 25 year -- 24 hour storm for the location.
The volume of waste generated from a given number of animals will be
fairly constant throughout the year and from year to year, but excess
rainfall will vary from year to year. The 25 year rainfall will not
be a factor to consider in an annual pumping cycle, but this storage
volume must always be available.
A maximum elevation is determined in each design to begin
pumping and this is usually the outlet invert of pipe (s) from
building (s) . If the outlet pipe is not installed at the elevation to
begin pumping, a permanent marker must be installed at this elevation
to indicate when pumping should begin. An elevation must be established
to stop pumping to maintain lagoon treatment depth.
Dumping can be started or stopped at any time between these two
elevations for operating convenience as site conditions permit, such as
weather, soils, crop, and equipment in order to apply waste without
runoff or leaching.
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 damage to crops.
The following items are to be carried out,,
I. 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. When precha•rging is complete,
flush buildings with recycled lagoon liquid. Fresh water should not
be used for flushing after initial filling.
2. The attached waste utilization plan shall be followed. This
plan recommends sampling and testing of waste (see attachment)
before land application.
3. Begin temporary storage pump-out of the lagoon when fluid level
reaches the elevation 100.2 as marked by permanent marker. Stop pump-
out when the fluid level. reaches elevation 98. 0 . This temporary
storage, less 25 y•r- 24 hr storm, contains 33244 cubic feet or
248666 gallons.

anc.c.r c w� c
4. The recommended ma mum amount to apply per i• .gation is
one (1) inch and the recommended maximum application rate is 0.3
inch per hour. Refer to the waste utilization plan for further details,.
5. Keep vegetation on the embankment and areas adjacent to the
lagoon mowed annually. Vegetation should be fertilized i zed as
Y g 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.
8, Keep a minimum of 25 feet of grass vegetated buffer around
waste utilization fields adjacent to perennial streams. Waste will
not be applied in open ditches. Do not pump within 200 feet of a
residence or within 100 feet of a well. Waste shall be applied in a
manner not to -peach other property and public •ri glit-of-ways.
94 The Clean Water fact of 1977 prohibits the discharge of
pollutants into waters of the United States. The Department of
Environment, Healthh and Natural 2esourcesv Division of Environ-
mental Management, has the responsibility for enforcing this laws.

SEEDING SPECIFICATIONS
----------------------
AREA TO BE SEEDED: 2.5 ACRES
I r- 1 USE THE SEED MIXTURE INDICATED AS FOLLOWS:
150.0 LDS. FESCUE GRASS AT 60 LBS./ACRE
(BEST SUITED ON CLAYEY OR WET SOIL CONDITIONS)
SEEDING DATES: SEPTEMBER 1 TO NOVEMBER 30
FEBRUARY 1 TO MARCH 30
75.0 LBS. RYE GRAIN AT 30 LBS./ACRE (NURSERY FOR FESCUE)
150.0 LBS. 9 PENSACOLAs BAHIA GRASS AT 60 LBS. /ACRE
(SEE FOOTNOTE NO. 1)
SEEDING DATESW MARCH 15 TO JUNE iS
20.0 LBS. HULLED COMMON BERMUDA GRASS AT 8 LBS./ACRE
(SUITED FOR MOST SOIL CONDITIONS)
SEEDING DATES: APRIL 1 TO JULY 31
25.0 LBS. UNHULLED COMMON BERMUDA GRASS AT 10 LBS./ACRE
SEEDING DATES: JANUARY 1 TO MARCH 30
100.0 LBS. RYE GRASS AT 40 LBS./ACRE (TEMPORARY VEGETATION)
SEEDING DATES: DECEMBER 1 TO MARCH 30
LBS.
it APPLY THE FOLLOWING.
\ 2500.0 LBS. OF 10-10--10 FERTILIZER (1000 LBS./ACRE)
5.0 TONS OF DOLOMITIC LIME (2 TONS/ACRE)
250.0 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.
1

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LAGOON SITE SOILS INVESTIGATION
PROJECT: Qo,r« COUNTY: DN r l-,-,,,
el?./W.)
FIELD INVESTIGATION BY: DATE: /r �yl�
SITE SKETCH
h
G.�vDS
e�
t
( 1
BORING
DEPTH WT BORING NUMBER AND PROFILE
SCALE �.
N• •y�J�/`4 '/ h'1.� if 7!' /� �.J7.{ T
/3tn'Ef�
cuo.c.iF 0e-*'%lf)l
/ V t ir, Wti,?Q 4
,
BORING/SAMPLING METHOD: SIGNATURE:

Coe- .4ws•31 D�"2,
Operator: _________ _________ _________ ________> Pig Life LLC#3
County•-= --------- --------- --------- --------> Duplin
Date:---= --------= --------- --------- --------> ########
Dist.to nearest residence (other than owner) : ft.
sows (farrow to finish) :===
sows (farrow to tee eder) .--- --------- -------->
head (finishing only) :===== _ ___ ________> 0
sows (farrow to wean) :==--_
head (wean to feeder) .--=-_ _________ ________> 260Q
Ave. Live Weight for other operations(lbs.)=>
Storage volume for sludge accum. (cu. ft.) :=>
Treatment Volume (min. 1 cu. ft./lb.)===____> 1.0
25 Year - 24 Hour Rainfall (in.)===__-_-__-_> 7.5
Rainfall in excess of evaporation (in.)===__> 7.0
Drainage area of buildings &. lots (sq. ft.)=>
Volume of wash water (gallons/day)=--------_>
Temporary storage period (days)_____________> 180
Freeboard (ft.) :==-----------------------------> 1.0
Side slopes (inside lagoon) :===_____________> 3.0 1
Inside top length (ft.) :=-------------------> 156.0
Inside top width (ft. ) .=-------------------=> 156.0
Top of dike elevation (ft.} , ______________> 102.0
Bottom of lagoon elevation (ft.) .------_-___> 92.0
Seasonal high water table(SHWT) elev. (ft.) :=> 97.5
Total required volume:===== ----_-__> 126454 cu. ft.
Actual design volume:--==-- -------_> 138348 cu. ft.
Stop pumping el. (> or = to 97.5 ft.SHWT)> 98.d ft.
(> or = to 98.0 ft.Min.)
Required minimum treatment volume: 78000 cu. ft.
Volume at stop pumping elevation: 78624 cu. ft.
Start pumping elev. :=-----------------------> 100.3 ft.
Volume at start pumping elevation: 123035 cu. ft.
Actual volume less 25yr-24hr rain: 123138 cu. ft.
NOTE: Verify that temp. storage is adequate:
Req. volume to be pumped:====> 33244 cu. ft.
Actual volume to be pumped:==> 44411 cu. ft.
,Oj*SC-V,C[e4 AA 74-1i4cl 1--41/4 Ceocr
y4j rec. TA a4- ForeeA 8 S�d v1) Ae,
,DSC:r

System Calibration
L
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 Anima/Waste Management Systems Manua/
l
i
4

OPERATION&hL41NMANCE PLAN
Proper lagoon liquid management should be a year-round priority. It is especially
important to manage levels so that you do not have problems during extended rainy and
wet periods.
Maximum storage capacity should be available in the lagoon for periods when the
receiving crop is dormant(such as wintertime for bermudagrass) or when there are
extended rainy spells such as the thunderstorm season in the summertime. This means
that at the first signs of plant growth in the later winter/early spring, irrigation according to
a farm waste management plan should be done whenever the land is dry enough to
receive lagoon liquid. This will make storage space available in the lagoon for future wet
periods. In the late summer/early fall the lagoon should be pumped down to the low
marker(see Figure 2-1) to allow for winter storage. Every effort should be made to
maintain the lagoon close to the minimum liquid level as-long as the weather and waste
utilization plan will allow it.
Waiting until the lagoon has reached its maximum storage capacity before starting to
irrigate does not leave room for storing excess water during extended wet periods.
Overflow from the lagoon for any reason except a 25-year, 24-hour storm is a violation of
state law and subject to penalty action.
The routine maintenance of a lagoon involves the following:
Maintenance of a vegetative cover for the dam.
Fescue or common bermudagrass are the most common vegetative
AW covers. The vegetation should be fertilized each year, if-needed, to
maintain a vigorous stand. The amount of fertilizer applied should be
based on a soils test, but in the event that it is not practical to obtain
a soils test each year, the lagoon embankment and surrounding areas
should be fertilized with 800 pounds per acre of 10-10-10, or
equivalent.
Brush and trees on the embankment must be controlled. This may be
done by mowing, spraying, grazing, chopping, or a combination of
these practices. This should be done at least once a year and
possibly twice in years that weather conditions are favorable for
heavy vegetative growth.
NOTE: If vegetation is controlled by spraying, the herbicide must not be allowed to enter
the lagoon water. Such chemicals could harm the bacteria in the lagoon that are treating
the waste.
Maintenance inspections of the entire lagoon should be made during the initial filling of
the lagoon and at least monthly and after major rainfall and storm events. Items to be
checked should include, as a minimum, the following:
Waste Inlet Pies, 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
C

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 area 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 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 throat
of a waste discharge. However, a permanent solution should be reviewed by the
technical expert. Any digging into a lagoon dam with heavy equipment is a serious
undertaking with potentially serious consequences and should not be conducted unless
recommended by an appropriate technical expert.
Transfer Pumps---check for proper operation of:
1. recycling pumps
2. irrigation pumps
Check for leaks, loose fittings, and overall pump operation. An unusually loud or grinding
• noise, or a large amount of vibration, may indicate that the pump is in need or repair or
replacement.
NOTE: Pumping systems should be inspected and operated frequently enough so that you
are not completely surprised by equipment failure. You should perform your-pumping
system maintenance at a time when your lagoon is at its low level. This will allow some
safety time should major repairs be required. Having a nearly full lagoon is not the time
to think about switching, repairing , or borrowing pumps. Probably, if your lagoon is full,
your neighbor's lagoon is full also. You should consider maintaining an inventory of spare
parts or pumps.
Surface water diversion features are designed to carry all surface
drainage waters (such as rainfall runoff, roof drainage, gutter outlets,
and parking lot runofo 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
t

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 Iagoon just prior to when rain is predicted, and then
record the level again 4 to 6 hours after the rain (assumes there is no pumping). This will
give you an idea of how much your lagoon level will rise with a certain rainfall amount
(you must also be recording your rainfall for this to work). Knowing this should help in
planning irrigation applications and storage. If your lagoon rises excessively, you may
have an inflow problem from a surface water diversion or there may be seepage into the
lagoon from the surrounding land.
Lagoon Operation
Startup:
1. Immediately after construction establish a complete sod cover on bare soil
surfaces to avoid erosion.
2. Fill new lagoon design treatment volume at least half full of water before
waste loading begins, taking care not to erode lining or bank slopes.
3. Drainpipes into the lagoon should have a flexible pipe extender on the
end of the pipe to discharge near the bottom of the lagoon during initial
filling or another means of slowing the incoming water to avoid erosion of
the lining.
4. When possible, begin loading new lagoons in the spring to maximize
bacterial establishment(due to warmer weather).
5. It is recommended that a new lagoon be seeded with sludge from a healthy
working swine lagoon in the amount of 0.25 percent of the full lagoon
liquid volume. This seeding should occour at least two weeks prior to the
addition of wastewater.
6. Maintain a periodic check on the lagoon liquid pH. If the pH falls below
7.0, add agricultural lime at the rate of 1 pound gerolpOtOiOmcuumbic feet of
lagoon liquid volume until the pH rises above 7. . 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.
w

Practice water conservation---minimize building water usage and
spillage from leaking waterers, broken pipes and washdown through
propel maintenance and water conservation.
Minimize feed wastage and spillage by keeping feeders adjusted. This
will reduce the amount of solids entering the lagoon
Management: '
Maintain lagoon liquid level between the permanent storage level and
the full temporary storage level.
Place visible markers or stakes on the lagoon bank to show the
minimum liquid level and the maximum liquid lever (Figure 2-1).
Start irrigating at the earliest possible date in the spring based on
nutrient requirements and soil moisture so that temporary storage
Will be maximized for the summer thunderstorm season. Similarly,
irrigate in the late summer/early fall to provide maximum lagoon
storage for the winter.
The lagoon liquid level should never be closer than 1 foot to the lowest
point of the dam or embankment.
Do not pump the lagoon liquid level lower that the permanent storage
level unless you are removing sludge.
Locate float pump intakes approximately 18 inches underneath the liquid
surface and as far away from the drainpipe inlets as possible.
Prevent additions of bedding materials long-stemmed forage or vegetation,
molded feed; plastic syringes, or other foreign materials into the lagoon..
Frequently remove solids from catch basins at end of confinement houses or
wherever they are installed.
• Maintain strict vegetation, rodent, and varmint control near lagoon edges.
Do not allow trees or large bushes to grow on lagoon dam or embankment.
Remove sludge from the lagoon either when the sludge storage capacity is
full or before it fills 50 percent of the permanent storage volume.
If animal production is to be terminated, the owner is responsible for
obt
aining and implementing a closure plan to eliminate the possibility of a
pollutant discharge.
Sludge Removal:
Rate of lagoon sludge buildup can be reduced by:

. 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; p
and spread onto ump into liquid sludge applicator; haul
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
i erosion. Note that if the sludge s applied to fields with very high soil-test phosphorus, it
should be applied only at rates equal to the crop removal of phosphorus. As with other-
wastes, always have your lagoon sludge analyzed for its nutrient value.
The application of sludge will increase the amount of odor at the waste application site.
Extra precaution should be used to observe the wind direction and other conditions which
could increase the concern of neighbors.

Possible Causes of Lagoon Failure
Lagoon failures result in the unplanned discharge of wastewater from the structure. Types
of failures include leakage through the bottom or sides, overtopping, and breach of the
dam. Assuming proper design and construction, the owner has the responsibility for
ensuring structure safety. Items which may lead to lagoon failures include.
Modification of the lagoon strucauv—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.
f
t

EMERGENCY ACTRON PLA' N
PHONE NUMBERS -
DIVISION OF WA
TER QUALITY (D1NQ) Ctlp 3q 95 3q00
EMERGENCY MANAGEMNET SERVICES (EMS) ti� at
SOIL AND WATER CONSERVATION DISTRICT (SWCD)
NATURAL RESOURCES CONSERVATION SERVICE (NRCS) -•�t Q
COOPERATIVE EXTERSION SERVICE (CES) a��• aly
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 you 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 ore may not be
possible. Suggested responses to some possible problems are listed belwo.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
c. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B. Runoff from waste application field-actions include: -
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff.
d. Evaluate and eliminate the reason(s) that 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 flows 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 lagoon
bottom as soon as possible.
1

2. Assess the extent of the spill and note any obvious damages.
a. Did the waste.reach any surface waters?
b. Approximately how much was released and for what duration?
c. Any damage 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: 919-733-3942. 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 movement of
the spill, weather and wind conditions. The corrective measures that-have been
under taken, and the seriousness of the sitution.
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 for you.
5. Contact the contractor of your choice to begin repair or problem to minimize off-
site damage. -
a. Contractors Name: A a -�.�- •
b. Contractors Address: , G
C. Contractors Phone: CO ��� �,� of
6. Contact the technical specialist who certified the lagoon (NRCS, Consulting
Engineer, etc.)
a. Name: 4cet' kQ_r
b. Phone: gLh4�
7. Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage, repair the system, and reassess the waste managment plan to
keep problems with release of wastes from happening again.
t
2

INSECT CONTROL CHECKLIST FOR ANIMAL OPERATIONS
Source Cause BMP's to Minimize Odor Site Specific Practices
(liquid Systems)
Rush Gutters Accumulation of solids of 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 (eMelntain lagoons,settling basins and
pits where pest breeding is apparent to
minimize the crusting of solids to a depth
of no more then 6-8 inches over more than
30%of surface.
Excessive Vegetative Decaying vegetation (&Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumwlation 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 Accumulations of feed residues ()Reduce moisture accumulation within and around
immediate perimeter of food 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 Areas Accumulations of animal wastes ()Eliminate low area that trap moisture along fences
and feed wastage and other locations where waste accumulates and
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).
A-A—November 11, 1996

ary Manure Handling Accumulations of animal wastes ()Remove spillage on a routine basis(e.g.7-10 day
Systems 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 Ater stripes around stockpiles and manure handling
areas as needed.
The issues checked ( ) pertain to this operation. The landownerfintegrator agrees to use sound judgment in applying
insect control measures as practical.
I certify the aforementioned insect control Best Management Practices have been reviewed with me.
(Landowner Signature)
For more Information contact the Cooperative Extension Service,Department of Entomology,Box 7613,North Carolina State University,Raleigh,NC
27695-7613.
AMC--November 11. 1996
r

SWINE FARM WASTE MANAGEMENT ODOR CONTROL CHECKLIST
Source Cause BMP's to Minimize Odor Site Specific Practices
Farmstead Swine production KVegetadva or wooded buffers;
C.rRecommended best management
practices;
(Good judgment and common sense
Animal body surfaces Dirty manure-covered animals (VDrV floors
Roar surfaces Wet manure-covered floors (y� lotted floors;
(Waterers located over slotted floors;
(zVFeedem at high and of solid floors;
(Scrape manure buildup from floors;
()Underfloor ventilation for drying
Manure collection pits Urine ( Frequent manure removal by flush,pit
reoharge,or scrape
Parital micorblal decomposition ()Underfloor ventilation
Ventilation exhaust fans Volatile gases; WFen maintenance;
Dust WEfflclent air movement
Indoor surfaces Oust (WWashdown between groups of animals
(}Feed additives;
()Feeder covers;
(•}"Feed delivery downspout extenders to
feeder covers
sh tanks Agitation of recycled lagoon (}Flush tank covers
liquid whiles tanks are filling ()Extend fdl lines to near bottom of
tanks with anti-siphon vents
Flush alleys Agitation during wastewater (}Underfloor flush with underfloor
conveyanance ventilation
Pit recharge points Agitation of recycled lagoon ( end rechard lines to near bottom of
liquid while pits are fining pits with anti-siphon vents
Lift stations Agitation during sump tank filling (}Sump tank covers
and drawdown
Outside drain collection Agitation during wastewater ()Box covers
or junction boxes conveyance
End of drainpipes at lagoon Agitation during wastewater KExtend discharge point of pipes
underneath lagoon liquid level
Lagoon surfaces Volatile gas emissions Cyrroper lagoon liquid capacity
Biological mixing 9 Correct lagoon startup procedures
Agitation ()Minimum surface area-to-volume ratio
(Minimum agitation when pumping
()Mechanical aeration
()Proven biological additives
Irrigation sprinkler nozzles High pressure agitation Irrigate on dry days with little or no wind
Wad draft 64"Minimum recommended operation pressure
U'Pump Intake near lagoon liquid surface
(}Pump from second-stage lagoon
..00—November 11, 1996

rage tank or basin Partial microbial decomposition !Pottom or midlevel loading
uface Mixing while filling Tank covers
Agitation when emptying (}Basin surface mats of solids
()Proven biological additives or oxidants
Settling basin surface Partial micobial decomposition ()Extend drainpipe outlets underneath liquid
Mixing while filling level
Agitation when emptying ()Remove settled solids regularly
Manure,slurry or sludge Agitation when spreading ()Soil Injection of slurry/sludges
spreader outlets Volatile gas emissions ()Wash residual manure from spreader after use
(}Proven biological additives or oxidants
Uncovered manure,slurry Volatile gas emissions while drying ()Soil infection-of slurry/sludges
or sludge on field surfaces ()Soil incorporation within 48 hours
(}Spread In thin uniform layers for rapid drying
()Proven biological additives or oxidants
le
Dead animals Carcass decomposition Proper disposition of carcasses
Dead animal disposal Carcass decomposition ()Complete covering of carcasses in burial pits
pits {)Proper location/construction of disposal pits
Incinerators Incomplete combustion (}Secondary stack burners
Standing water around Improper drainage { "Grade and landscape such that water drains
facilities Microbial decomposition of away from facilities
organic matter
AA&pure tracked onto public Poorly maintained access roads Farm access road maintenance
Is 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;EBAE 128-88 NCSU-BAE
Swine Production Facility Manure Management:Underfloor Huse—Lagoon Treatment;EBAE 129-88 NCSU-BAE
Lagoon Desig and Management for Livestock Manure Treatment and Storage;EBAE 103-83 NCSU-BAE
Calibration of Manure and Wastewater Application Equipment;EBAE Fact Sheet NCSU-BAE
Controlling Odors from Swine Buildings;PIH-33 NCSU-Swine Extension
Environmental Assuranc Program:NPPC Manual NC Pork Produces Assoc
Options for Managing Odor,a report from the Swine Odor Task Force NCSU Agri Communications
Nuisance Concerns in Animal Manure Management:Odors and Flies;PRO107, 1995 Conference Proceedings Florida Cooperative Extension
The issues checked ( ) pertain to this operation. The landownerrntegrator agrees to use sound judgment in applying
odor control measures as practical.
I certify the aforementioned odor control Best Managment Practices have been reviewed with me.
( ndowner Signature)
AMOC—November 11, 1996

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 be at least 300 feet from
any flowing steam or public body of water.
(1/) 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
AM approval of the State Veterinarian must be attached)
f

I r- 1,11 ]LEMERGENCY ACTION PLAN
PHONE NUMBERS
DwQ i -7 33 60S'3�a
EMERGENCY MANAGEMENT SYSTEM c1-16
,
SwCD apt G. -a I ar)
NRCS �R(- a j
This plan will be implemented in the event that wastes from your operation are leaking,
overflowing,or running off site. You should not wait until wastes reach surface waters or
leave your property to consider that you have a problem. You should make every effort to
ensure that this does not happen. This plan should be posted in an accessible location for
all employees at the facility. The following are some action items you should take.
1. Stop the release of wastes. Depending on the situation,this may or may not be
possible. Suggested responses to some possible problems are listed below.
A. Lagoon overflow-possible solutions are:
a. Add soil to berm to increase elevation of dam.
b. Pump wastes to fields at an acceptable rate.
C. Stop all flows to the lagoon immediately.
d. Call a pumping contractor.
e. Make sure no surface water is entering lagoon.
B: Runoff from waste application field-actions include:
a. Immediately stop waste application.
b. Create a temporary diversion to contain waste.
c. Incorporate waste to reduce runoff. .
d. Evaluate and eliminate the reason(s)that caused the runoff.
e. Evaluate the application rates for the fields where runoff occurred.
C: Leakage from the waste pipes and sprinklers-action include:
a.. Stop recycle pump.
b. Stop irrigation pump.
c. Close valves to eliminate further discharge.
d. Repair all leaks prior to restarting pumps.
D: Leakage from flush systems,houses, solid separators-action include:
a. Stop recycle pump.
b. Stop irrigation pump.
c. Make sure no siphon occurs.
d. Stop all flows in the house, flush systems,or solid separators.
• 1 December 18, 1996

e. Repair all leaks prior to restarting pumps.
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 away 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 lagoon
bottom as soon as possible.
2. Assess the extent of the spill and note any obvious damages.
a. Did the waste reach any surface gr and for what duration?
b. Approximately how much was released
c. An damage noted, such as employee injury, fish kills, or property damage?
Y � .
d. Did the spill leave the property?
• e. Does the spill have the potential to reach surface waters?
f
Could a future rain even cause the spill to reach surface waters.
g. Are potable water wells in danger(either on or off of the property)?
h. Hove much reached surface waters?
3: Contact appropriate agencies.
a. During normal business hours,call your DWQ (Division of Water Quality)
regional office; Phone - - . After hours,emergency number: 919-733-3942.
Your phone call should include: your name,facility, telephone number,the details
of the incident from item 2 above,the exact location of the facility, the location or
direction of movement of the spill,weather and wind conditions. The corrective
measures that have been under taken,and the seriousness of the situation.
b. If spill leaves property or enters surface waters, call local EMS Phone number -
c. Instruct EMS to contact local Health Department.
d. Contact CES,phone number - - ,local SWCD office phone number -- -
and local MRCS office for advice/technical*assistance phone number -
4: If none of the above works call 911 or the Sheriffs Department and explain your
problem to them and ask that person to contact the proper agencies for you.
5: Contact the contractor of your choice to begin repair of problem to minimize off-site
damage.
a. Contractors Name:
b. Contractors Address:
c. Contractors Phone:
0) I ec a rribcr 18, 1996

6: Contact the technical specialist who certified the lagoon(NRCS,Consulting
l Engineer,etc.)
• Kra+ l�J�5 �.�b Cie
a. Name.
b. Phone:
7: Implement procedures as advised by DWQ and technical assistance agencies to
rectify the damage,repair the system,and reassess the waste management plan to
keep problems with release of wastes from happening again.
• 3 December 18, 1996

Swine Fairm' Waste Management Od®r ContaoB Chetkilst
Source Cause 1BMPs to Minimize Odor Site Specific Practices
Farmstead a Swine production O Vegetative or wooded buffers;
O Recommended best management practices;
O Good judgment and common sense
Animal body surfaces o Dirty manur"overed animals O Dry floors
Floor surfaces o Wet manure-covered floors O Slotted floors;
O Waterers located over slotted floors;
O Feeders at high end of solid floors;
O Scrape manure buildup from floors;
O Underfloor ventilation for drying
Manure collection pits o Urine; O Frequent manure removal by flush,pit recharge,
C Partial microbial decomposition or scrape;
O Underfloor ventilation
Ventilation exhaust fans o Volatile gases; O Fan maintenance;
Dust O Efficient air movement
Indoor surfaces C Dust O Washdown between groups of animals;
O Feed additives;
O Feeder covers;
O Feed delivery downspout extenders to feeder
covers
Flush tanks o Agitation of recycled lagoon O Flush tank covers;
liquid while tanks are filling O Extend fill lines to near bottom of tanks with
anti-siphon vents
Flush alleys o Agitation during wastewater O Underfloor flush with underfloor ventilation
conveyance
Pit recharge points o Agitation of recycled lagoon O Extend recharge lines to near bottom of pits
liquid while pits are filling with anti-siphon vents
Lift stations o Agitation during sump tank O Sump tank covers
filling and drawdown
Outside drain collection o Agitation during wastewater O Box covers
or junction boxes conveyance _
AM`OC-November 11, 1996, Page 3

Source Cause BMPs to Minimize Odor Site Specific Practices
End of drainpipes at o Agitation during wastewater O Extend discharge point of pipes underneath
'lagoon conveyance lagoon liquid level
Lagoon surfaces o Volatile gas emissions; O Proper lagoon liquid capacity;
O Biological mixing; O Correct lagoon startup procedures;
C Agitation O Minimum surface area-to-volume ratio;
O Minimum agitation when.pumping;
O Mechanical aeration;
O Proven biological additives
Irrigation sprinkler C High pressure agitation; O Irrigate on dry days with little or no wind;
nozzles o Wind drift O Minimum recommended operating pressure;
O Pump intake near lagoon liquid surface;
O Pump from second-stage lagoon
Storage tank or basin c Partial microbial decomposition; O Bottom or midlevel loading;
surface o Mixing while filling; O Tank covers;
O Agitation when emptying O Basin surface mats of solids;
O Proven biological additives or oxidants
Settling basin surface C Partial microbial decomposition; O Extend drainpipe outlets underneath liquid
o Mixing while filling; level;
o Agitation when emptying O Remove settled solids regularly
Manure,slurry or sludge c Agitation when spreading; O Soil injection of slurry/sludges;
spreader outlets o Volatile gas emissions O Wash residual manure from spreader after use;
❑ Proven biological additives or oxidants
Uncovered manure, C Volatile gas emissions while O Soil injection of slurry/sludges
slurry or sludge on field drying O Soil incorporation within 48 hrs.;
surfaces
O Spread in thin uniform layers for rapid drying;
O Proven biological additives or oxidants
Dead animals C Carcass decomposition O Proper disposition of carcasses
Dead animal disposal o Carcass decomposition O Complete covering of carcasses in burial pits;
pits O Proper location/construction of disposal pits
Incinerators O Incomplete combustion O Secondary stack burners
AMOC-November 11, 1996, Page 4

Onsect Control Checklist for Animal Operations
Source Cause BMIPs to Control Insects Site Specific Practices
Liquid Systems
Flush Gutters a Accumulation of solids O Flush system is designed and operated
sufficiently to remove accumulated solids from
gutters as designed.
O Remove bridging of accumulated solids at
discharge
Lagoons and Pits c Crusted Solids Cl Maintain lagoons,settling basins and pits where
pest breeding is apparent to minimize the
crusting of solids to a depth of no more than 6-
8 inches over more than 30%of surface.
Excessive Vegetative c Decaying vegetation O Maintain vegetative control along banks of
Growth lagoons and other impoundments to prevent
accumulation of decaying vegetative matter
along water's edge on impoundment's perimeter.
Dry Systems
Feeders o Feed Spillage O Design,operate and maintain feed systems(e.g.,
bunkers and troughs)to minimize the
accumulation of decaying wastage.
O Clean up spillage on a routine basis(e.g.,7- 10
day interval during summer; 15-30 day interval
during winter).
Feed Storage G Accumulations of feed residues O Reduce moisture accumulation within and
around immediate perimeter of feed storage
areas by insuring drainage away from site
and/or providing adequate containment(e.g.,
covered bin for brewer's grain and similar high
moisture grain products).
O Inspect for and remove or break up accumulated
solids in filter strips around feed storage as
needed.
AMIC-November 11, 1996, Page 1

t
Mortality Management Methods
(check which method(s)are being implemented)
0 Burial three feet beneath the surface of the ground within 24 hours after
knowledge of the death. The burial must be at least 300 feet from any flowing
stream or public body of water.
Rendering at a rendering
g plant licensed under G.S. 1 Ob-I68.7
0 Complete incineration
O In the case of dead poultry only, placing in a disposal pit of a size and design
approved by the Department of Agriculture
0 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)
December 18, 1996